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HomeMy WebLinkAbout027-320-025n'15y rc "*S F s. f. :f - F tt, y } t 3 i + . £ C• tiF rP 4—v:A r '»x t _ 027-320-025 06-0600 <2'Y . 7<t o f x <1.. i 4•�5•. l > f•>rt �' L s s r�'WHEAT KA 193 IL • RD, • • 4 1 ti"M t h -�' Z S 1 t I ♦ S a� '� e4.•rr w r F 7.3p METAL �1 • rrP ig l.�P r;! i ji: t ti k df r K : t i ti xr ++tt r 3 r t 1tr tE f � ,� :, r i ', ,! 7 S r• t t t f Fs s sof s "x -: � tFi 7 7 i`� F. it f s ' rjt! i rt Y t 3 -�; t �;-, R t it { i ,7 K� 41, '.! r x i _ •i! t -P i ,A? .i t 3 •t p r, �. s i' F PI 7 r} nit a}' } r rr f! 1 � k at 1, 7 +-•• !f r � y r - i it } +t 7 _ it, t � r hr_ ..•re �- i..�h��f s..�_ ,_. r.._._,...._..____.—.e....._s.,. ,r ___a.:et..rw{..-._�. 1r s.. +6rL.a:,.x.�.....__:ri_.,_.,,_—f__._,...�.�_�_.._.._....a.5_..,+�•'...__�,.,...e...... �._.5,...�.,.�.....��,s.. �—.:i rj • +' .�J r ' �F • R; F ( � ;'`4t 4 Y > >•i' r. x { ��II #}' II�.� III�'''I i I��I ,14.784 CARNEGIEFROAD I'II" I'OII •UN IT DE SCRIPTION °' w ` �� S ,t {":.• :r• RECORDING REQUESTED BY: x +j MAILING'ADDRESS 3 9'� :r ,'* :_ CITY'_' ,y"' COUNTY, STATE IC4%, ZIP A° i ,; CITY- s =, ; COUNTY i t-4STAT6• ZIP c; 1 � •i -,: ,r a t, ;:• :: 017 1 X , INSTALLATION MAILING ADDRESS;'IF DIFFERENT' ,' " "Recorded', I REC=FtE 10.00' ` •959686%28/2006 Official Records - I �' • -' _ MODEL NAMEINUMBER r 'PALERMO • BUTTE"-- CA County. of- I COt4l�Om'Copy ,� ANWWHEN RECORDED MAIL TO:. -,;Butte' CITY ,L, COUNTY STATE ' . ZIP ' " DINDACE J. GMOS ; i071 -!s r ' �rr . •. ` ,: : � County Clerk-Recorderyl �.;r�'±�3 EL>�.,ai,. .. �' . �. ��"., BUTTE COUNTY BUILDING DIVISION'' r z, '� t ,� I DDq+ P t 7 COUNTY: CENTER DRIVE ,1 . 89:06R1I 0y Flpri7-14Paq_e=lof_2 # ;OROVILLE CA,95965 = , i two nt 'i t jci 'DEALER NAME (if not a dealer, write `NONE',) REAL`PROPERTY-LEGAL DESCRIPTION-. ATTACHED 9y Ar 11! 'SAME k _ ZIn. "MAILING ADDRESS DEALER;L[CENSE NO.. °SAME•A� ASSESSOR'S PARCEL NUMBER: NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR'COMMERCIAL COACH, t • f ' • INSTALLATION ON A• FOUNDATION,SYSTFAI„ , oi Recording of this do.currient at the request of the local agency indicated is in accordance with California Health and Safety Code , Section M51. This,document is evidence that such' local- agency, has.issued a certificate of occupancy for insialiation of the A r," unit described hereon, upoii;the real property described with certainty below,'a's'of the date of. recording. When recorded, this r` document shall.be indezed`by.the county recorder to•"the namedowneryof they"real propertytandYshall,be.deemed.to gives constructive notice as to its contents to'all persons thereafter Sealing with the real property: ' ; �` ` ' '• 4 + ' _ . •f { " '• .. .• '+ _1. 1-:, ' - >Y.: ."y •" 1 .. ,jam WHEAT, MICHAEL- & ANNIESSA #}' 'BUTTE COUNTY, BUILDING DIVISION REAL PROPERTY OWNEWLESSOR s i LOCAL. AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY ,14.784 CARNEGIEFROAD " 7 COUNTY CENTER' DRIVE-, •UN IT DE SCRIPTION °' w ` �. , t ,t MAILING ADDRESS. MAILING'ADDRESS 3 =1VIAGALIA.:, BUTTE : CA '.;95954 OROVILLE,BUTTE°' CA 95965 ,'* :_ CITY'_' ,y"' COUNTY, STATE IC4%, ZIP A° i ,; CITY- s =, ; COUNTY i t-4STAT6• ZIP c; -' .193',RAILBRIDGE RD : ; ;, 06=0110. ° -(53053'8 -7541 INSTALLATION MAILING ADDRESS;'IF DIFFERENT' ,' " , BUILDING -PERMIT NO. -" . .. TELEPHONE NUMBER +•. .. *- •959686%28/2006 DATE OF'MANUFACTURE MODEL NAMEINUMBER r 'PALERMO • BUTTE"-- CA ,� CITY ,L, COUNTY STATE ' . ZIP ' w SIGNATURE � F LOCAL AGENCY OFFICIAL' - -. J `;'. - y t � Y ,fir <} '• ^ l - A G � a. Y _ w LENGTH X W DTH t 3 "INSIGNIA/LABEL NUMBER(S) ." INTEGRITY HOMES, + . -UNIT -OWNER (if also property:owner write "SAME" " .. 'DEALER NAME (if not a dealer, write `NONE',) REAL`PROPERTY-LEGAL DESCRIPTION-. ATTACHED 9y 'SAME k _ 1067714' '.. "MAILING ADDRESS DEALER;L[CENSE NO.. °SAME•A� ASSESSOR'S PARCEL NUMBER: :027=320-025 CITY COUNTY, f ` STATE ZIP' . i . �' ' �• I •UN IT DE SCRIPTION °' w ` �. , t ,t ; CHAMPION HOME BUILDERS CO 2006. ' S7604B ' . _ ., MANUFACTURER'S NAME DATE OF'MANUFACTURE MODEL NAMEINUMBER r ` 009=016598A/B/C-000 w 60'''X 40'` ' .� RAD 1442073/4/5 i .SERIAL NUMBER(S) .' .' + - _ w LENGTH X W DTH t 3 "INSIGNIA/LABEL NUMBER(S) ." + , + REAL`PROPERTY-LEGAL DESCRIPTION-. ATTACHED 9y _SEE , ASSESSOR'S PARCEL NUMBER: :027=320-025 . �._ , '�•a.r,t",.r �. �`� :7" „ -,tit ..moi •t * � . ` HCD FORM 433(A), REV 8/91'. ±WHITE —County Recorder CANARY HCD PINK'— Applicant GOLDENROD =Building Dept. '" 71st Y; s s t 't r{ 4, ' Ir 4, �� �• � - �. DATEJOS FINALED �+c { ! SIGNATURE j. . o - Not OK - _ .•' ' - ±• f _ M`ANUFA..CTURED H`0ME'.'S MIS'CELLAN'EO,US-; k F P; DATE' ray rx SOFT SET DATE D E C K S'C O V E R S'C A R P O R T S G A R A G' E S :, t �ERMANENT'FOUNDATION oning-Setbacks-Easements t? 1'Zoning_Setbacks-Easements 2'S 'I ils; Special MH Support Sketch '2 Ftgs;'Soils-Sz-DpthSpacmg-Cnnctrs . eel ." !§' ewer,,Loctn-Test- Fall/C/O Concrete .', ,• 3 Decks, Girders/Joists-Dcking-Becmg ' 4 Wtr, Loctn Test -Easement Needed -Regulator "? 'Stairs-Guard/Handrails Elec Loctn-Clrncs-Grnd Amp -Concrete J4 Wood Awn; Posts -Beams Rftrs=Cnnctrs=Shthg ? h a d Gas; Loctn-Test-Wrap Nat 0 ' or iP Frmg-Brcng i 'y Inch.Sz._Ft Lngtli (. 5 Alum Awn; Columns-CnnctnsSplice Decal Enclsrs 1 k g; Sz-Spacing-Marriage Lirie t 6 Carports; Wridws-Doors MH Test-Demand-Valve-Cnnctr y. • r 7 -Electric , lec MH Cntnty Test Crossovers -Breakers Clrncs., �. + x. 8 Frrrig; Sills Anchrs-Studs Rftv s -Trusses , = 10.>Dr n; MHTest-Fall-Flex Cnnctri. r ` �. 9 Siding; Nailing Veneer -Stucco -Lath Sewer Connected C/0 to Grade i �- 10cRoof; Shfhg-Roofing .' and Electricity,Tag' d 11, Ext; Steps -Doors -Landings s ie Downs ; Q -' Foundation i . 12 Braced Walt pnls , t 4 Exits;, ;. is Cert of Occupancy 16. HUD Label/Insignia Numbers Serial Numbers 0713 #' DATE POOLS 144 .. 1 i EicG 4 ": f 1Setbacks-Easements t 2 Soils; Compaction' -Structure Stability, , - ^ j'. s +• r 3 Pool Structure; Steel-Cnnctrs-Thickness Dead Men Lining y' �i 4 Elec Rcptcls/Ltmg;.Distance-GF i �' Q `� (/L' s` t 5 ElecPool Lting;,l5yolts�Fl r ° ,'. 0 t ° + 6 Elec Enclsrs; Conduit Entrees -Terminals Listed 7. Elec Bonding; Metal w/5'-Crcltng Eqp-Htr ' r r 8. Elec Gm ng; Eqp w/5' Crcltng Egp-Pool Ightg ;Bones-Enclsrs=pniboards-Insultn to Main Conduct ��• r 9 -'Health Dept Apprvl t :'10 Plmb; Cir Test-Wtr Supply Test ` . 11 Lt Niche. 12 Enclsr, Fencing -Alarms 5' z r a t 13 Bonding, Diving board or Slide r Pool Drawing',.,c r ms`s 'cj'° e- •r+; `"" ._ ��' %'• i .. t.'. fx `� . Vis,•, � t 'P' � ^ c Y.l.� L t; :Fd. 1� i . �I. OK Not OK RESIDENTIAL (Sing[& & Duplex) DATE JUNDERFLOOR DATE 1PLUMBING i Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-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 Tub & Shwr, 2nd flr - Tub-Acc ' 6 Stemwalls Garage; Steel-Blockouts -Wrap ped 58 Gas Pipe; Sz & Anchrs 69 Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fa)l-Fitting-Test-2-way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 1l Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE M E C H A N I C A L 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 61 AC Ducts Insultn & Support 14 Girders-Sills-Anchr Bol tsJoists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16.lnsulation 64 Furnace -Vent Acc-Comb Air RtmfVent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic DATE [FRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers-PostCaps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop4ns Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rfir Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 Insultn-Walls-Ceilings 39 Infiltration-Walls-Wndws s DATE JELECTRICAL 40 Fxtr & Tmsfrmr Clmc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ea ❑ CU or DAL AC Wire Sz 93 ❑ CU or El AL 48 Range Circ 9a ❑ CU or ❑ AL Oven Circ 9a ❑ CU or ❑ AL Insulated Neutral E) Yes ❑No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector p d O FINAL 66 Ext Steps -Door & Side Lt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Sts & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clrnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clmc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3- drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps .85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 CImc Drnge Planters ❑ Yes ❑ No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb .89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 90 Wtr Well, Dscnnc% Elec, Plmb .91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns _ 95 Gas Test -Meters Tagged, Gas-Elec _ 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler \ \C Y 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 .l_ am licensed under provisions of Chapter.9 (commencing.with Section 7000) of Division 3 of Issued Date:, 02/23/2006. APN:.027-320-025-000 the Business and Professions Code, and my license is in full force and effect. License Class : 2 License Number:0/0Q�a"' . Site Address; 193 RAILBRID,GE RD PAL Date: Contractor. ��li,i�/Y Map Index: Description: MH PERM FND NEW 2160) p (,. OWNER -BUILDER DECLARATION "affirm "exempt I. hereby under; penalty of perjury that I :am from the Contractors' State License Law for the following reason '(Sec. 7031.5' Business and Professions Code: Any city or county which requires a WHEAT; MICHAEL.AND ANNIESSA Owner:. permit to construct, alter, improve, demolish, or repair any structure, prior " to. its issuance, also, requires, the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 14784 CARNEGI E ROAD:.' the Contractor's' State. License Law (Chapter 9 commencing. with Section" 7000) of -Division 3 of the Business and Professions Code) or that he, or. MAGALIA, CA. ' she is exempt therefrom and the• basis for.the alleged exemption. Any, *by 95954 violation of Section 7031.5 any applicant for a permit subjects the applicant to a civil penalty.of not more than five.hundred dollars ($500).): ❑ I, as ownerof the property, or my employees with wages as their solecompensation, will do the work, and the structure is not e } - intended or offered for sale (Sec. 7044, Business and Professions r' Code: The Contractors' State License law does not, apply to an 1 owner of property who builds or improves thereon, and who does Applicant: DE'CANN, PHIL such work himself or herself or through his or her own employees, DORM LORD" provided that such improvements are not intended or offered for ., sale. If however,* the building or improvements are sold within one 169 BARDOLINO LANE year. of completion, the owner -builder will have the burden of OROVILLE, CA 95966' ' proving that he or she did.not build or. improve for the purpose of .:. ,(530) 534=7670 sale.). ❑ I, as owner of. the property, am exclusively contracting with. r S licensed contractors to construct the project (Sec: 7044, Business ' and. Professions'Code. • Th'e 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: 'DE C"ANN, PHIL pursuant to the Contractors' State License Law.). . ❑ I.am Exempt under Article 3 of the Business and Professions Code 169 BARDOLINO LANE 1 Date: .. Owner:. 'r OROVILLE, CA' 95966 `.(530) 534-7670 WORKERS'.COMPENSATION DECLARATION' eby affirm under penalty of perjury one of the following declarations:" "LIC@rise #: 670920 I 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: ' the.work for which this permit is issued. My workers' compensation insurance.carner and policy'number are: Carrier. - Pouey Total •Slauare Ft: 2160 S F7' ❑ ' 1�certify that*in the performance of the work for which this permit.is' Valuation': "$140;400.00° - 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' r compensation provisions of Section 3700 of the Labor Code, I shall ' forthwith comply with those provisions.1'7- Date: Applicant:ell WARNING: 1. ure to; secure workers' .compensation coverage .is mv unlawful and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in " addition to the • cost of " l �1 C / P, compensation, damages' as provided "for in Section 3706 of the -Labor" _.code, interest, and attorney's fees.. CONSTRUCTION LENDING AGENCY This permit is hereby is ed" under the applicable provisions of the Butte County Code and/or .: I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.).,. " Resolutions. do mdicated'a ove"for which.fees have been paid Name: ". By: Date.��� PERMIT EXPIRES 04, ,� Address: ' Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage,:, " handling and use of hazardous materials.' " ❑ . 'Notification in accordance with Section 19827.5 of California Health &Safety Code is not applicable to the scheduled construction of this, project f " ❑ 'Attached are copies of the required E.P.A: notification forms. I hereby certify that I have read this application, that the above information Is correct, and thatl am the owner or the duly authorized agent of the owner.. I agree to comply with:"" all county• and state laws relating to building construction. Lacknowledge' t is unlawful to alter the substance of any official form or document of Butte County; I.hereby l authorize represent es of Butte County to enter upon the above mentioned property for inspection purposes Print Name. / `LfG• �J Signature: At } Date' ❑Owner ❑ .Contractor•'" ❑ Agent for Owner ntfor Contractor s t. B. C. Building Permit 01-16-04 pg 1 a•• "�'z�y±%,�! • r-.�b ter:• - t r.7t r►' `.F,'t^�� „g � v r�- 4 . y '+ fl F •s t � e: ''� '• t � -.. �',� ., � t� 4,s t.k '4 � 't �j � ° +9.� F t „s • ,�,• l } 4 4 e_ �... � e , w�. � 5•�.. '�•4't^.{". hi �,,«�• 4K 3�:tt�sc�.. t;�}f'"rs S a °y F..�'� ,� ��i. � 3•� . � ' FIRE SAFE REQUIREMENTS r:�$� fJ. rd, 47 i"a.e . t€ ' ;,' :c- r! , �Dr-a).�^t�„•. ��,•a + � ''Butte. Coulity Fire Department + '� .•r.. + ,r` ,: 4 #" v' [- A �a +ear,., 4 rQ w� •iT°i Wit. California Department of Forestry and Flre Protection 76 Nelson Avenue`/Oroville, Callfornia,95965•'.(530)'338 7888. s 't'' } .3' .,�r{„ iPropertyOwner�Name: tYl�.��,vV� t�w '+�re° "'�InspeetlonDate`•-1 °U�''�, '.rBwldwgPerrult#Q. .�,� ( .�'.� � ,'tet i P- kA'. y C 1' ='.Y !'� �' � 1 y •4 � w� f t O.. t { «6;, x, a t-• i a -^z �'.s .i. � it '?t {?rrr �1, ar. .. .a ''t � . i ``a � ., rt i°� ; L:3< '1272:00 . `` A11ttL+"EiOB,tA . SIBi:E4SPACE�2t�A$URES�' r} `_' .,Toensurecontinued maintenance"Of properties in conformance with these it . S Clearedl standards and measures and to assure continued availability, access, and fir'' Y,. . utilization of the defensible space provided for" these standards` during a wildfire provisions for annual maintenance shall be included in the development plans , a and/or shall be vided as a condition of the" •t arcel of ma a roval ,1� - •. f It is the property owner responsibility to amually provide defeasible space measurts around structures on this as required bylaw C 4291 > Y, ! $ :t �'t t l PRC 4291 information will be provided at the counter when the perait•is issted 7 t T radius mean aements y • y : * _J.+ x 1274:08'IADAR$SSES g (a) All new driveway construction or an extension ofanexisting driveway shall { t ' All buildings shall be issued in address by the local jurisdiction, which conforms con 1 .with Public Resources Code 4290 roadwayti re eots. • * �• to that jurisdictions overall address system Accessorybuildings will not;be Is the driveway new'or was it extended? Yes ❑. No ❑ f requued to have a separate ad however each`,dwelhng unit within a building , '(b). All driveways shall provide: a minimum 10 traffic lane and unobstructed,' F vertical clearance oftl5' al.4ng its entire len th. f '• #' ale 'Driveway width, • , t I Vertical Clearance s ,t p 9eE RbeO (c) Driveways exceeding 150' in length, but less than.800' in length shall* ttersnumbesE n symMolsfor shall nimum 3; letter ; + provide a ttirnotrt near the midpoint, of the driveway.' Where the driveway exceeds height' 3/8� strokeX.reflectorized, conTtrasting with the ackgiound 'color of the ; 800' turnouts shall 6e ovided no —than 400 ' art. Drivewaylength:'- i ° ' f F Letters; Numbers and Symbols correct? Yes No ❑ ,r i i :• (d) A turnaround shall be provided to all building sites on driveways over 300' in `X1274t10�INSTALL'A1'iON`fLOC'Ai'IUN ANA=. , IBII:ITY,pOB�ADDRESSE$ . ' len b, and shall be within 50' of the buildin " : t ;Turnaround distance f crit buildings:, ai'each dri eway entrance and visible from both`direcnons,of travet along the Yroa.1 cases the .02.ItOADWAY�9URFACBi�If�s a??�8°�'" Inall the address shall be posted at beginning of construction and 'din The surface shall provide unobstructed access to conventional drive :vehicles; x. ? including sedans and fire engines:- Surfaces should be established in conformance. e ' with local ordinances, and be capable of supportmg a 40,000 pound load 4" . `Correct? Yes No ❑ , :a . +� yof class 2 aggregate base shall be required for all driveways, turnouts aitdf, " (b) Address signs al g ono -way roads shall be visible from both the intended + ?I tirnaroimds. *direction of have d the o p' site direction t ' `"" + . l'' 1 A bale: -Yes IT No ❑.r • rC a A f w° 273.03 —ADN e (c) Where multiple Oddiess&s are required at a single driveway, they shall be The grade for all roads; streets, private lanes and driveways shall not exceed 15%. mounted on a sin a post." rr 1 t ;,` ♦ ''l a Correct? Yes 13 No ❑ c3 .T r • ° f+f'.. All; grades over 150/9 shall have 4" of class 2 aggregate base and 2" of asphaln, )i `ustness -concrete. No drivew'a s allowed in excess of 2090;?Ee of :. F., .,e... :r''%:'_7 .•t �'r s '.::f.tr,t' :. s',r • W11273A41%(00 1), Al'r1tAD (a) Nc roadway shall have a horizontal inside radtiu:of curvatttre'of less than 50 and additional surface width of 4' shall be added to carves of 50=100 radius '•2' to I' those from 100 200,. # r Questionable horizontal curve radius:. t=road: (b) Thelength of vertical curves in roadways, exclusive of gutters, ditches, and d I # t::,'. drainage• structures designed to: hold'or divert watershall fie not less than 100':" s Questiombleverticalcusvelengili: ORA� PRACTItALo RE IfIREMEt+i=iS Turnarounds are required on driveways as specified in this article: The minimum 411 turning radius for a turnaround shall be 40' ion the center line of tbe'road. If a c ' hammerhead T is used the top of the""T^ shall be atninimum of 60', ri 13 f. T of roadwa turnaround used? Measurements? i ' '273 06�It0 A1'sTURNOLtiTS °' u Ttunouis shall he a minimum of 10 wide and 30 long with a minimum 25 taper I on each end. '. r e „ lioadwa tipnp�,nexu...w. rc and location. , r �. H ' ► °'e"' + 91273t0,T OiiDlYAY?STRi)CTIIRFS zea I (a) All driveway, road, street, and private lane roadway structures (Bridges,i r (c) Masonry ulyerts, and other appurtenant structures whiCb supplement the r0 or r ' ders) shall be constructed to carry at least the maxi oad and provide the nim vertical clearance as required by Vehi de Sections 35550, 35750 (e Other Butte County.Fire Department'approved materials 352 ) _ =Pre lA rF Bride certified isteredC` ' n ineer? .Yes ❑ No ❑ ;��� (b) Appropriate signing, ' ng but not limited to weight or vertical clearance 6 ',�spdsal, ilk limitations, one-way to r s' a conditions shall reflect the capability of each bridge. tCorrect signs i' led? Yes ❑,;No ❑ t } (c) A brid nth only one traffic lane may be autbo by the local i •t, t N` jurtsdie • nve ; hower,uit shall provide•for unobstructed vise • ` from one end t0 ; " thep6er and turnouts, at both ends. .^• f r: t! ? Turnout measurements on each end `.rk ] �a1293=11�GATE`ENTRAN�',<" �_ t, • , ' . r} `_' • (a) Gate entrances shall be at least two feet der on both ends then the:width of S Clearedl zthe4iiffc lanes servingithe, ate . s Gate meimnMenmon ends:* gates provZ , access from o a driveway, shall be located at least Som the roadway to allow to stop without obstructing a 30 and a vehicle +traffic ou that roti 7 `` *' a �`s . •. f Gate distapec on drivewa from road •" -r �- ' ; I.` s `.rk ] �a1293=11�GATE`ENTRAN�',<" �_ t, • , ' . r} `_' • (a) Gate entrances shall be at least two feet der on both ends then the:width of S Clearedl zthe4iiffc lanes servingithe, ate . s Gate meimnMenmon ends:* gates provZ , access from o a driveway, shall be located at least Som the roadway to allow to stop without obstructing •; 30 and a vehicle +traffic ou that roti 7 `` *' a �`s . •. f Gate distapec on drivewa from road •" -r �- ' ; I.` s (c ' ere a one-way road with a single traffic lane provicess to a.gated •' t l entrance, a 46', turnip radius shall be used. -) t T radius mean aements y • y : * _J.+ x 1274:08'IADAR$SSES l • ' All buildings shall be issued in address by the local jurisdiction, which conforms Ig `{ iI w to that jurisdictions overall address system Accessorybuildings will not;be '.< f requued to have a separate ad however each`,dwelhng unit within a building , F' shall be ' aratel identifi l' Is address correct?.Yes Iff No ❑ act. } t p 9eE RbeO ttersnumbesE n symMolsfor shall nimum 3; letter ; + height' 3/8� strokeX.reflectorized, conTtrasting with the ackgiound 'color of the ; Letters; Numbers and Symbols correct? Yes No ❑ ,r i i :• a�"'� `X1274t10�INSTALL'A1'iON`fLOC'Ai'IUN ANA=. , IBII:ITY,pOB�ADDRESSE$ . ' (a) All buildings shall have a permanently posted address which shall be placed' {. t.ci^�Re-lnhDatea!�Tl' ai'each dri eway entrance and visible from both`direcnons,of travet along the Yroa.1 cases the i• ¢ Inall the address shall be posted at beginning of construction and 'din Prevention � .+ Pink Property shall be matntaine8 thereiftcr, and the address shall be visible and legible` f the I •. road on which the ms ie located a ?.:. • 4.: S �r+ `Correct? Yes No ❑ , :a . +� .` (b) Address signs al g ono -way roads shall be visible from both the intended + *direction of have d the o p' site direction t ' `"" + . l'' 1 A -Yes IT No ❑.r • rC a A f w° e (c) Where multiple Oddiess&s are required at a single driveway, they shall be mounted on a sin a post." rr 1 t ;,` ♦ ''l a Correct? Yes 13 No ❑ c3 .T r • ° f+f'.. `ustness t (d) Where i'roadway provides access solely to asiugle commercial or -industrial ; neatest providing; the address ugn shallbe placed at the road intersection r 'access to that site C .; Correct? Yes No ❑ ' ` 3 t r .y } . , ' : i .. l M 76.01' Qty+ORtSPRUCdiTRE1DEB�1lTSIBi¢E.SY?i10E (a) All parcels 1 acre and larger shall provide a minimum 30' setback for.. ' buildings and accessorybuildings from all property lines and/or the ce,oter of the �. t=road: # t::,'. (b) For parcels less than 1.acre, the local jurisdiction shall provide for the same s 'iVractical effect. ORA� PRACTItALo RE IfIREMEt+i=iS Building Setback is less then 30' from all property lines and/or the center of I # `t Aa road; the following shall applyIZ": ! ' 1 • '` 1 c • Class A roof' Correct? :Yes ❑ No ❑ f. •' Full enclosed eaves on entire structure = Correct? Yes ❑ No ❑ i ' •7 Metal'doo'rs toward property line with, insufficient setback Yes ❑ . No ❑ s • Siding on entire structure."n the following list:, k �1f t (a)Stucco-3coat,�' + (b) Noncombustible Herdt Board, Plank or,'simular siding } c- (c) Masonry r ' (d)Metalj i {. (e Other Butte County.Fire Department'approved materials ,T t -,t Cone Siding used on entire structure? Yes ❑ t No ❑ ;��� X12 `02 D � 'OFitBI:il4fllti►SI�iV,EGEAFT10IV,AiVD2 `S 6 ',�spdsal, ilk including chipping, burying; bummg or removal to a landfill site of vegetation and fuels caused by approved by the local jurisdiction flammable site development and construction, road and driveway-construction,:and'fuel �. • 1':• moddicetion shall be completed prior to completion of;oad construction or final ' t } ins ction of a buil • .t ! N` Comleted?.Yes'❑•.No❑.`, THER'REQ W- - NST ATIO 'U Mi ENTIA A Se � f �`j • If your property was part of a parcel split after J0.uly..1991, you are required to + 4. . S+ s install'residential fire sprinklers Itis the property owner s responsibility to review / theofftoial arcel map to confirm ifs rinlders are required ' ), ` 'Are"s rinklenm iced? Yes ❑! No ❑Aresprinklers installed? Yes.❑ No ❑ ViolaUouu/Remarks ;. S Clearedl (Distribution t.ci^�Re-lnhDatea!�Tl' g White Buddingdepartmeint Yellow -Fire Prevention � .+ Pink Property Owner ViolaUouu/Remarks ;. S Clearedl . }*�sv�l�-.�+i.._.. � ,-.e, .✓'r _.°-.'� COUNTY OF BUTTE: BUILDING DIVISION,,,.,; DEPARTMENT OF DEVELOPMENT SERVICES' �:• 7 County Center Drive • Oroville, CA (530) 538-7541 CORRECTION NOTICE""; OWNER PERMIT NO. A routi a inspection indicates that the following violations of Butte County Ordinances,exist.at the a oveaddress and should be corrected3 Please call for re-inspection. when correction of wort is completed. If you have any questions pertaining to this matter.or need additional- ex _nation, please contact the Building Inspector as indicated below; ' � 1 I� tf ✓� �i o 1 \Fk 7.1 =1,'A '19 el__ (J Pk-1- ten L>:O si Date `' Inspector `/il t A REV 4/05 Phone #= FOR RE-INSPECTION CALL: 538-7636 OR 891-2834' 0#i20i2®06 15: 09 , ' MID .,VALLEY,TITLE, OROU I LLE ,� 8955544 ._ NO. 623 Wd j A.A.N:: 027-X70-025 aoo ` Grant Deed continued: Flie No :Q403'?QiB34 i gate, 01/04/2006 -. p. f SECTION 73; TOWNSHIP NORTH; R. I -14 , ALLT4IAT REAL PROPERTY ST{UATED IN I. USEMENT FOR ROADS AND PUBLIC ;' EASE, M.O.B. M:, AND BEING ANON-EXCLUSIVE OVER AND UNDER A SCRIP OF LAND, 60 FEET IN WIDTH, LYING. .1- t1TILITIES PURPOSES ON, 30 FEET ON !EACH SIDE OF THE FOLLOWING OESCRIBED CENTERLINE. BEGINNING AT A POmi DI} THE NORTH LINE OF SAID SECTION 23 FROM WHICH THE KORTHWEST CORNER OF SAID SECTION 2'3; BEARS SOUTH 87 DEG, 437-56' WEST, 30A0 Oi • THENCE SOUTHERLY AND PARALLEL WITH THE WEST LINE OF SECTION 2.3, SOUTH FEET,. , 4Q" 967.90 FEET; THENCE'SOUTH 44 DEG. 44' 280 EAST; 409.67 FEETi DEQ. Z4'. EASTr RADIUS OF 125% CURNp,00NCAYE SOUTHWESTERLY HAVING THENCE ALONG A TANGENT .A 15'147 THE ARC LENGTH.OF WHICH L9 81.29 FEET; FEET] A CENTRAL: AHGIe OF 37 DEC. FAST; 144.20 FEET TO THEt3NE OF THAT THENCE SOUTH 07 DEG. 2S' 14- .SOUTHERLY PARC L CONVEYED TO R.3. HUNTER DEVELOPMENTS LTD, BY DEED RECORDED CERTAIN MARCH 9 197Q; IN,BOOK 1605,=PAGE X104, OFFICSAL.RECORD S,„ANN T IE E�dD.®F SAI® ' 'LINE. PARCEL IV:, 4 Y ALL THAT. REAL PROPERYY SITUATED IN SECTtOM'24,.TOWNSNIP 18 NORTH; RANGE 4 BUTTE COUNTY, CAUFORNIA;`AND GEEING MORE PARTICULARLY, t QAST, M.R.B, & M:, FOR ROAD ANO PUBLIC tIRLITIES PURPOSES, ¢ DESCRIBED A5 ANON-E7tCLUSIVE EASEMENT ' OM,,OYEii AND UNDER THE FOLLOWiNG.DBSCRIBED PARCEL., CORNER OF SAID SECTION 14 THENCE EASTERLY ALONG , BEGINNING AT THE SOUTHWEST' SOUTH LINE OF SAID SECTION 14, NORTH OTPEG. 43' S6". EAST, 60.00 FEET; THENGE ,.THE LEAVING SAID SOUTHIINE NORTH 0I OEG. 36' 04", WEST, 30.00 FEET; THENCE SOUTH 97 ' 56' WEST 60.00 FEET TO THE WEST.LIkE OF SAID SECTION 14; THENCE a DEG. 43' SOUTHERLY ALONG SAID WEST LINE SOUTH 01 DEG. 38' 04” BAST, 30.00 FEET TO THE , F POINT OF BEGINNING. 1 k The ton1.2004 Trust, Dated August 15; t. f .2IF t eul M. San nl, rustee a .. OOIOre& L_. Santoni, .Trustee. f t, f v�e2ot3, , °, , 0�i20i2�05 .' 15,09, MID°VALLEY TITLE OROVILLE 8955544 ' t- NO 62 D�7 — k ! ti a * k x t, t.',, > K - 1I. -' ,r t i V. 'j �t r `; X A.P.N. QZ7-3?Q-0?S-Q00' {'� Grant Vii' a�intlnui d& 'Ale No :. . ! Qi . , I 1.'` AMM) 3: 11 r,} i s r . t d r .b t* f .. i + idly t ".r '1 r } j -� ate Q110�j200� {{ 7 :4 ° - tr. +,,Y z '•° s r: ,` * r' L i ti. j r t r +s, { + t °X c c F x s o `, ' , s , a ?' : M1 STATE OF ._�.A I'QItNIA .')S$ l y� ',. t _ ' .Y } EF C, OOUNIY OF edmTB ,' ) " . ` t = Y1. 1-174�% , J' x 1' v t t e', ) ,.t t : r t e 3. Q(1 - J11ti0ARX §" -2005 before me, AR7 A O N . ° , Notary Publtt, personally aPPeare� F a k ° Y ei r_: z j ; 1. :PAIL+ M.':SAs1TONY' 71ND` DOLORES• L.',BA2iTONI : r` ,: '.� personal + known to . , , ,. (or proved A* me an the basls of sattsfacoo(y evidence)'•t0 be the* persons) whose names) Ls/§.M sWkrlbed to . ; t .F . '. -. h ,.. ,, the wlthln .Ingtrtirit . n and ecknowlerlged to me }that helsWMK� � ecutPd t?�e„same In h(s/her/their authorized , t { 4 :�1: 1padty(!) and ti�at: byfiis%tterRhelr slgnature(s) on ttie instrument the perso1.ns) ar the entlty upon behalf ofx ° � whit► the person(s): acted;, karate. the Instrument ' +` r r x. yrC �t 'x, 1.a .. {il T i4 3 �' _ '' r 1 Y r 1 x!. .. i T L ESS my hand and offielal seal, ,. ' '- r t ., h h -T + 4 ' ', :::: 11�1RY A.. 71�pMP&QN 4 I � , r Fi ; , 1. l k, Crrtt6Plon %1$$t4T0 'G } �, Public G t Signature , l . , I r � county , + ;; ` ' r Oatnm Ex APR 16, 2006 `,� ' — — - , ��O . , , , t . , - , - , . i., .... - .. } Y iii ''� -i r a -. X �-.. • .” +' dM y `' " My.C4mYmiss Expires APRIL :15, 2006 Jho a Icf�k�lr�tarll se�J `. 4 f i f NoigryName MARY'A `THOMPSON x F Notery.Phonei 53Q-533 5680 ". 'tr _ lt�;. ' f Bu I t. Notary`.ReglStrdtlon Number 135147 `County of Principal Place o s riPss anmrrF t :,r ,, d F ,. r <T. 'a1:4 2 ., ° r y ° 'a .t, r t t t t, ' r y y.. , r r 1 r 3,' i ys i j� Y,. ~p 1 r J, +.k } �, i - •,I ,1r A, w+ .nf r" i J' r t ! 2 1 3 'r } .{ t. r.• "' L', f x _ ! ; f61 I a. f t' a t r t ° x .t + n ,{', yY �T F yi i 1. % I 1. L i si x i y �� k 'M rkx 1 <+ �t �, `s f ' , I r r + . ` .11 . #3 , I.,, f ri 1 t Y , ry F .,.. �. ti s r%i FI s s Z� hr l a. f k' r r r>r L< : rr I. it + ,.q r^ ,t 3 i .i Y + ,..,.� i r + ;.� T r .Yt Ft , f 4 L.v '� y ;, tl +Y t ' `... R t^' �� t '. 1 .; ', '_ �' 7,. A. r ,'.� F•r4 f +t r1.. 'tA. i Y df' ` .,,Y r? a J ., ' � ..4 1. .1 +` 7 -'� - f. I. 4 i 1 I - L ,.. L 4 t I t x y ! T 'r t4 M. - i �.r y d :'.tet i> '�. 4.- A .�. L . � , k i zt � Y : 3ar3 ,i _ x P� z s i. r , s s a s >' ♦ +.at .z t t r .ai ''"i Sr ;## r 1 r ..� rz 4 r .}.C':11S7' ♦' l r - .t', t ,, t 't, t 6 v J t �':; L ` :. 3 '3 Y - _ .tI. r t n. : [ , ; ' tl I. BUTTE COUNTY o�VTTF° DEPARTMENT OF -DEVELOPMENT SERVICES oy ' BUI•!-DING PERMIT 0 0 24 HOUR INSPECTION M. (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 UN 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 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: 02/23/2006 APN: 027-320-025-000 the Business and Professions Code, and my license is in full force and effect. License Class' o�� License Number: Site Address:, 193 RAILBRIDGE RD PAL, O I/�� Date:—!Z Contractor: fyl Ai�iV . Map Index: tlOn: MH PERM FN NEW 2160 Description:' NEW(2160). OWNER -BUILDER DECLARATION 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 WHEAT, MICHAEL AND.ANNIESSA permit to construct, alter, improve, demolish, or repair any structure, prior Owner: 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 '9 14784 CARNEGIE.ROAD the Contractor's State License Law (Chaptercommencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or MAGALIA, CA. she is exempt therefrom and the basis for the alleged exemption. Any 95954 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).):' ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an _owner of property who builds or improves thereon, and who does Applicant DE CANN, PHIL such work himself or herself,or through his or her own employees,DORM LORD provided that such improvements are not intended or offered for sale. -If however„tne building or improvements are sold within one 169 BARDOLINO LANE year of, completion,. the owner -builder will. have the burden of OROVILLE, CA "95966 proving that he or she did not build or improve for the purpose of (530). 534-7670 . sale.)... ❑ I, ,as owner of the property, am exclusively contracting' with licensed contractors to construct the project (Sec. 7044, Business . and Professions Code. The Contractors' State License Law does not apply to'an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: DE CANN, PHIL pursuant to the Contractors' State License Law.). ❑ . 1 am Exempt under Article 3 of the Business and Professions Code 169 BARDOLINO LANE OROVILLE,.CA,95966 Date: Owner: (530) 534-7670 WORKERS'.COMPENSATION DECLARATION eby affirm under penalty of perjury one of the following declarations: I_ICenSe #: 670920 1 have and will maintain a certificate of consent to self -insure for 4 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: Carrier: Totaf:Square Ft .. ' ' 2160 _ S. F. Poli cy ❑ 1 certify that in the performance of the work for which this permit.is ValUatlOfl: $140,400.00 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 forthwith comply with.those provisions. Date: Applicant: WARNING: ure to secure workers' compensation coverage is ; unlawful, and shall subject an employer, to, criminal penalties and one hundred thousand dollars ($100,000), in addition, to the cost' of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby iss ed under the applicable provisions of the Butte County Code and/or I hereby,affirm that there is a construction lending agency for the Resolutions do mdicateU a ove for which fees have been paid. ^/ performance of the work for which this permit is issued (Sec 3097 Civ.) Name: B1 Dater` y: PER MIT EXPIRES O _ Address. (Date) ❑ I hereby certify that the use of this facility shall comply with Sections 25505,, 25533, and 25534,of the California Health and Safety Code, which regulate the storage,; ; handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms: I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby, 3. ; authorize representat. es of Butte County to enter upon the above mentioned property for inspection purposes. i !��f %�Q[ Print Name:. 1 'G ,�/ �. ■� Signature: SLS 24,7&1, Date: O Owner ❑ Contractor ❑ Agent for Owner nt for Contractor B. C. Building Permit 01-16-04 pg 1 ' TFc 13UT'IE:COUNI' DEPARTMENT',OF DEVELOPMENT'S et'ViCf'_ ' o -BUILDING PERMIT,AI'P.L,ICATI0N y 0C AND SUBMITTALREQUIREMENTS 0- 24'H6LJRINSPECTI0N#: OROVILLE:•(530) 538-7636 o CHLCO (5:30) 01-28_ OFFICE'#: (530);538-75411 Com(/ [�'ty A FEE WILL BE REQ UIRED AT 'TIME `OF AP PLICA 270Y.'., ` "PLEASE PRINT CLEARLY*'1 l fopam' rens 41 ' Cross Street „ . r r"7� WORKER'S C:OMPL•rV&A. i0/N Policy Number _ • CONTRACTOR' ' Name t V', t0 rie ti Carr I L4 Address �- ���7 ' If h1ring anyone other than llcenso contractors, compensation must he shown at tho time of perirtit City ,s to ° , i•a. Oroville. state CA Zip 95966 PhoneLENDING AGPNC`` E-mail Fax (l• Name Cl Address -ARCHITECT/ENGINEER Name 5 Description or Scope 03jL Address' City... State Zip 4 i. Phone'Sq: Footage Fax , " - Structure Bui t withermltr� " E-mail state license Number • D Proposed Change of Occupancy (Note previous use): - APPLICANTNAME _ Name �..a �? % EXPIRATION OF APP ICAIION L ; s �1 p pplications for which Addresa perrnitthas not b_ ,1 ..,.;,J 1.6 ovifl �r year after the date of application. In ord r application after expiration; am ew a �licat� Y;w City State ,. p� , _;7 t. n t �j.: ,t OroVllle CA - Zp 959 re aired. Phone - Fax �6 REQUEST FOR REFUNDS Refunds can only be 'Wade upgn written regi t. E-mail paid the fee. The request must be ,Wade• pri,i :;'t_�c c r2xli r, t,, ti+r permit and no construction work has be, n Ge 3 t tazdje, ck fees for work plan checked and othe'r,c! : p tt$. APPLICANT SIGNATURE refundable. X Received by: Amount:_ For office.use onl Zoning Flood Zone SRA OCC. Type Const Receipt #: i Subdivision Name Map Book Page Lot #.F Planner , Date Approval: Date: , - - Yid{• ',OV F BMITTAL REQUIREMENTS K:1RMS16 ILDING F0RMS1BI4- 1 9APPISubRgmts.doc 1 Page 1 of 2 OWNER, Last Name { first N e - mac(; Address�-•^ r?,� , 9 f;Jrt, .. City State ,eA . Zip Phone -- Fax `• E-mail �. l fopam' rens 41 ' Cross Street „ . r r"7� WORKER'S C:OMPL•rV&A. i0/N Policy Number _ • CONTRACTOR' ' Name t V', t0 rie ti Carr I L4 Address �- ���7 ' If h1ring anyone other than llcenso contractors, compensation must he shown at tho time of perirtit City ,s to ° , i•a. Oroville. state CA Zip 95966 PhoneLENDING AGPNC`` E-mail Fax (l• Name Cl Address -ARCHITECT/ENGINEER Name 5 Description or Scope 03jL Address' City... State Zip 4 i. Phone'Sq: Footage Fax , " - Structure Bui t withermltr� " E-mail state license Number • D Proposed Change of Occupancy (Note previous use): - APPLICANTNAME _ Name �..a �? % EXPIRATION OF APP ICAIION L ; s �1 p pplications for which Addresa perrnitthas not b_ ,1 ..,.;,J 1.6 ovifl �r year after the date of application. In ord r application after expiration; am ew a �licat� Y;w City State ,. p� , _;7 t. n t �j.: ,t OroVllle CA - Zp 959 re aired. Phone - Fax �6 REQUEST FOR REFUNDS Refunds can only be 'Wade upgn written regi t. E-mail paid the fee. The request must be ,Wade• pri,i :;'t_�c c r2xli r, t,, ti+r permit and no construction work has be, n Ge 3 t tazdje, ck fees for work plan checked and othe'r,c! : p tt$. APPLICANT SIGNATURE refundable. X Received by: Amount:_ For office.use onl Zoning Flood Zone SRA OCC. Type Const Receipt #: i Subdivision Name Map Book Page Lot #.F Planner , Date Approval: Date: , - - Yid{• ',OV F BMITTAL REQUIREMENTS K:1RMS16 ILDING F0RMS1BI4- 1 9APPISubRgmts.doc 1 Page 1 of 2 EA. U3E CM.7 w •. af t y' i Plait dttnthcd• 3 Fit- Y r 4 :i , e ` S ." rrlooY Plan AZ4Htlta Sam to ®.0. ' r = � .1 . I � � yr � �: e `• . � "�;. -, -, � ... /� L -. T ` �t ya '.r z r A r • ti ' i ..--dv p%,y"V t ' ..,M f. TO , ; Building Department , t 4 . _ ; t.`, , , ` t' ` -�` (�.Fid.'loS� . FROM: Environmental Health ` ' tJv ilYlU SUBJECT:,' Sanitation Clearance Owner Location A►P# r +' e,r ' r Plan Approded for: Sewage. Disposaii' ater'Sup P bile Private :W If� 4 ,Clearance for dwelling. •Other /1 Cub F ,• ..� Hold final- for: Final clearance'O.K. for: NOTE: t .. t E r K 7 �.� or r r t Environm%ental Health S° ecialist+ - F �� ` '�� • ` + `t 8/96 {, ; ► 3 ♦ e y .,, r k -r5. �.�._ ...., � M ,'..... � ,... ,1.,..:,.. .. .::: .-.. _.:-^ r .r 1 ��,�. •f. ;,; .,, -s.x,� +. Irl-.:_.• - .. �.�� r. , r,� ., . t i r r. er ,-.., 610 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUIL ING DIVISION 7 County Center Drive, Ocoville, CA .95965 Phone.(530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: Whaa-� MiC�ha` L ASSESSOR PARCEL NUMBER CJS! 7*fiL Rolm (- � �/- Proposed Building Use: / � l .rl , !-'Eol m �F M ' Permit Technician: -'{'- � Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. .A 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 ❑ 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. T 8. Manufactured homes: (9)-- Installation manual, including marriage line info, jr) Floor Plan, (D)'Tie down orin„all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Find 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 ' .p 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 &sanitation and site plan approval from the Environmental Health Department in ❑ Chico [9?0-ovi e as�pli e 15. Fire Sprinklers............................................................................................� 0 16: Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ...................................... :.... ❑/ 11L. Erosion Control Plan Required ..................... :............................... ........ ............ [�f 1�9 Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. 22. California Department of Forestry plan approval-i®raid. Sent by: OW, 2' OK23. Planning approval for (A) Use: B) Parking: __ _-�C) Parcel Check: .......... ❑ 24: Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: .............I........ 26. NPDES Form............................................................................................. ( RT Encroachment Permit for driveway from the Public Works Dept ........................... Cl28. Contractor's license information. (Number, Name Style, Classification) ................... Cl. 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 3 . Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement ................................. 33. Existing violations and/or expired permits...........................:..I........................... . 34. 'D ed Restriction........ .... . .. ...................I .............. ... ................... 3 egal description H. Title, tide search, registratio or MCO ........................ 6 other: 37. Other: , When issued Telephone s3-9 `7h/76 Ri C Detu n h pickup. and hold for icku . �� I have been informed of the above items and.requirements for obtaining a building permit. 1. Index Date: l �-/�• Plan Check Letter Cont designer, owner, w a sed o -abo a da a by er, by Date: Contractor, designer, owner, was advis f the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the abve d to by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Tf- Date: 117 -MG Plans approved by: _Date: d 6 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 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER'DRIVE,'OROVILLE, CA 95965 ' www.buttecount2.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES' SCHEDULE - RESIDENTIAL Owner MICHAEL WHEAT APN No: 027-320-025 Application Date 1/1872006 Permit No: BP 06-0110 Permit Type: -NEW MH PERM FND_ 1. BUILDING PERMIT FEES ESTIMATED AT APPLICATION ` $549:90• Plan Check portion of Permit Fee $219.96 ` $329.94 Balance of Building Permit Fee 2 FEMA RYes Flood Elevation Review $109.983 SRA* Yes Fire Plan Check - Non -Refundable $95.00 95.00 $204.98 t . (State Responsibility Area) Building Inspection $109.98 $109:9811- NON-REFUNDABLE portion of,fees due at application, $314.96. RECEIPT DATE Tech/Asst RECEIPT DATE $3,217.43 12 SCHOOL DISTRICT FEES* Oroville Elementary 091 12a RECREATION DISTRICT FEES* Oroville �w 5 V . 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. i Pursuant to Gove ent Lode Section 669V, you are hereby notified those Items followed by an " " may have been imposed on your project. You have 90 days from the date,qKpproval of the porject orTrrom the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code.Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 t FEES DUE AND PAYABLE AT TIME OF PERMIT.APPLICATION ; $4 24.94 C e sem 1/18/06. Tammie �. �� MIT �. � FEES (BELOW) DUE PRIOR TO ISSUANCE°OF PER,,,/ ', $3;547.37 ` 0, l 4 Balance of Building Permit Fees (from No. 1 above) r $329.94 5 SMTP*,- Strong Motion Instrumentation Program (Enter amount from permit system) 6 Additional Plan Check Fees (NON-REFUNDABLE) - • 7 r Other*: � 7a Other*: ( ' 8 IIMPACT FEES - RESIDENTIAL* I 1per Dwelling I I Per Dwelling I IPer Dwelling t —�J RECEIPT DATE $3,217.43 12 SCHOOL DISTRICT FEES* Oroville Elementary 091 12a RECREATION DISTRICT FEES* Oroville �w 5 V . 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. i Pursuant to Gove ent Lode Section 669V, you are hereby notified those Items followed by an " " may have been imposed on your project. You have 90 days from the date,qKpproval of the porject orTrrom the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code.Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 t z. _V1 sY. Y7 t. .^ J F f r '�' 4 .+ ;i f �^ P .. .r -y, 6..✓ '' . 'c .�:� r `• � W n i. b l / ♦ '_..fie `' R. .R It. Yj ''P 1 �. �•�� F.t � i f s � ' j � P 3 g �• 9� x -,' r Y' �witA.'1 .� _, _• ' yl�t > l U l T 7- t ` yR „t r, Bue`te'G`oirzlyDepaiLrnell of Ievelopxrzerrer-Wces s 7 County CenterDnve $�, , } ,:+i y 3 v O,roville, CA 95965+ wr ` '(530) 538;7601�Telephone c yo ' , ,�' (530) 538-77-85 Facsimile . t ;t .r ¢�y < �' u , *: :. oUH� r : r. i., t`.. .:}4 .. }� Fier ,.. _ "_ t.. 1# +... ♦ ?r ; . "BUILDING'PFRMIT AkP,PLICA.TION WITHOUT RLQUIRED CLEARANCES '• -..i,. t '. ,y 1 iP. ' i 3 ,i.41 g '-.i. fit' { F.. I request. an adthonze.,the Building• Division to?'process this Uutlding permit application through ti e plans , examination -,"process WITHOUT first obtaining'all necessary, related" permits 'and .clearances from -other. , regulatory,.-: entities,, including,.but not limited, to - i': :Landevelopment, 4 ,� County Fire,'and Agriculture." {4} s , ' '�'f.♦. v rF � � e , ; .k s Ihereby acknowledge `` a y� r `�S u < = b , ' , :; ' t z r + { 1- f~ N f % i, <` � t rr"� 'R / i �. •.+ i S' _ /,6 'iY 51. r'. ._ .X :need to submit'.applications for: septic "and/or• x�ell to °Butte :' County' Envcr onrnental Hea(tlp A , F .4 immediately ®{ I •art regitta•ed to . being Elle; appYoved ,EnWronntental Health f _ _ plan :and appy oved'sanctatcon � clearance'to tfi `BNildin Diwsion as soon as clearance o earae rbtaLne g t.. , jf, '•: a I, am:: responsible for. notifying: Developmen, Ser vices, :uz writing Co stop3 processc�ig of .the i ti {applccatco4n and:to arrange for disposctioi of plans 3 . a l V-5 ' f .:. ♦' �', `. T .> .' ! '. ,. t\ � ThetBuilding Durston; will process"the'application through•ah6 plans! examination .process; as -submitted, without input from other regulatory.. entities that could prohibit issuarice,of tle.buildin� perrrut or'rec�urre , f` submission Of amended ti Ading-ylans to. the aBuildin� Division: Once the'=pl7-7 ans 'exaniinatrori process ; here•will be.•no refund�of � lans exarni' on fees Any changes requiring submrssioni, f amendedl begins, 3 P '. plans to the Building Division will incur additional fees j ithinYone yearfrorim the:date of application fora building permrt,`all other requued permits and clearances _ 3 ' from other entities must be obtained for the perinit�to'be issued F Failure to ob'tam these permits%clearances will void the application... 31 Y � ' � �> 9+]• f f r-t..,�. - F 1-. ,y i tea"} ¢r '>f �' fir{ ,, � �� .. t � .t, •• s r - � .J_", P Typically- other -'required pernnits/clearances include,' but 'are not' limited to,; ;venfieation:_the parcel was legally, created, adherence to all mitigations and. conditions imposed ontlie'parcel , time of creation, ... well`. as zoning requirements, legal access; and applicableset bacyks and+environmental issues:(fire, agnculture , buffer zones,.and habitat/specres) Please print x' -4,.APN Applicant Namer ="' a ` i t a' ti PeIlllltNO ��rJ r'' i� ti`t f � Biuldrng. site .address; ----� I `have read '. understood' and,:acc t` the terms F'and: ~conditions as expressed herein Fas indicated by` my¢ submission of:tlie above- referenced building permit apphcat�on;and my srgnatiue below T rf ` 4 + ' .,,, it'x- .z J• r r �� , t a ,• i �, Tr 1 ! �" t f F E DATE: - u "' 3 r7F,`'• -: .`. ..... L. >. r i. is .. r ._ r4 F`.. ..£y�. . ..., ... ... _. ... a.t 'F s j a.t ♦ z s .f -f,: t 's: s•-. s fa - p'. ,r r 1. s:i � r.. s: s ji ♦` st # - #s { $ Y. y ii 't rR-•'ia •�. P. b i T: -vf .:, ♦ •♦ ,F V, r•. r tpib�tc, oaks; fJ \\ l p p' Y ;i ND DEVELOPMENT biwint4, . A ) Mkhael- Crump Director k' i S.ocm Water Iv1 ne;ement Pro-..izm S'\ y •, ' ® r t s r 4 , ` , `. 7 Count' Center entr Dnve y 4 \\ �11p�� o •� k r,'v A f j y �,1 y y �.4t 't '0roville. CA;95°65 ?�^: \' 1. 1 1 �i t 4 (530),53877266- Y i ).�l .(l•�. 53� 717{ v. Yf 11� ,�s ti`ad i t t.•� 4 :s { ,� .a a 17� 1 i ^r s '.� k �t. �. �,, ` � Vii•'. k.. M1y.'� 4� � + f,. •'.�'• y{." t.4..4 7k "�• a . �� > i� � � .1 �. , -�, {' .• � � '•ik e�f.r_ y ; i�. t.. a � �f ., � p•�V t �b ,+' �` � �r1;.. ; L<t. e` 'i=lirntl anon �.ystel� (NRDES} *Phase. ti'r j Nafionat �?ottotan< <DtscM,r , l .,`1Nater Permtt and'Storm Water.'P.�llutlon Prevention Co"nstructon Storm Wt . ,. ' Tk +< := eir ent LESS;? HAIL, ACRE pian (SI. PP�r} Aeknowled.g •r + ... - 1 i - r • , f t,' .?�' tt�l 3 3. z < � r i . R f .� �.'� `. �r <1¢ .. � ,A .r; i ., tr ' 1 � v'Y � k R + t t �t. ` i �. �, aa-/n`/'/,/�t '(T//4//�M�(♦'+ / ` Ct ^' i` st �}'. f; ProlectDescriptiont'�>� /)/� -�)' f ,a • +"" to :' a.., s >', j cation ,anrtdlor Parcel Number f Pro ect'L:o 4 f el Y �, f � , ' • z �L NOT ' DISTiJRB` a 4 By s> going below, the Nro ect`owner/owner's agent certify that this projecf WII� LP, ] • 4 , .. • : acrz or. more of land' and that I therefore, donot need to'apply for "a Construction'Storm'Water;P.ermit r3 t 1 �. . fron the State.of=California Regiorial,WaterQuality Control;Boaid. Phased ,pro�ects'�that-contain{� : t site •bu'ld-outs' of less thanione acre but,when combined .with subsequent phases ;total !more , ' a t ,. s+ , , than:':one acre of disturbed .soil Will requue a Construction Storm' Water'�Perrnit from the State of ✓ �. t i, a"Re onal Water Quality•Control Board'"', k .` '� Caliform .� �. � T V. d t r r • - ' ♦• I am aware that submitti Lg Iahe and/or inaccurate mforraathon or failuie, to apply fora ConstructJ. ' onx -' r �iR '', Storm Water Pemiitfrom the':State of Cal>forma.Reg>onal Water Qua]ity Control Board fora project a J ,• a , -... .• that disturbs one acre or more of land may result m revocation of grading and/or other, penntsor other, r; piovided b ]awe z ',`• t:• sanctions ii y 7 - .. :�~r � R' ,•' { '.•V• . . �.i r nit .J.� �.� V. ` ' a SigIIed C ,a: i. ♦. t'S :i - t tf,r, /a.l ,�',.r <.:: .•tea t �tC .� 7. �~ •• T r t 1 ? y 't.s y -` h{'.�. vY'_a 4 'e" Y r* { ♦ .�� 1. � �f. �' ta.• } � Lt r �. � �s ♦ � � tz � r,.� +�• f r 1 .�:� Fj V ? � F a' T.Xs J { s3+. ,.+• Y.�' •rz t � �, T r a A• i I L a s .�. r• } r, n� sn 41 . �� � .. � � - 1C ... r a 7 �f � +�. k t ! ' �-•,4ia f t^• 11 ♦ t •i r.. nIti i :�.t �a 'R - E j L E t T !a S ...Z , r � i F`1y. '-?�4.; .F rs..' r.J �;i * a J�yjt•r +,,. ,, y 'v ,,•J k*o. .: t'�!.'y .. ' r "� {,... ,.. _ .� Fi a.. .. 'r.. �.. '''h :," y:. ....:y, ♦ "! sL.. irII'd,-•,��' .. 1 ..'•i 3 .. .,BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM AOne form per )Building). Building Department School District No. A.P. Number 0 Jurisdiction city County Property Owner;, -A Property Location/i Subdivision Lot No. 4.G.7 ;4,!,) ................................................................................. ................... . RAsidential Development 0 F7 I Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Installation Conversion Permit # *(No foundation Inspection) ................................ ....................... . ... Deed Restricted Sq. Footage (Attach a signed copy of Deed. Restriction and Notice of Limited Use Facility document) Comm6rcial/Industrial 0ED Sq. Footage (including Exterior Roofed Areas) J_ Aff Date — I ' District Identification No. ri 3 3 School District certifi691tNit J.z Lk -e— 61" __417 (Applicant) ' li6ant) '(Street Address) (Phone Numbei) . to (City) (State) (Zip Code). hiis complied with the requirements of Resolution No. -15 7 --6-( --L4- 'by*,payment of $ � 34'. representkng' square feet. AB 2926 $ FULL MMGATION $ School District ReprpseAtative- Date -Paid by Check"# Remarks: 0 3 1.�1 0 No You may protest the lrhpmtdm of the fen klentifiled above by submilaing a when protest to the District, In compliance with. Government Code Section 66020(a), wWdn 90 days from the date4ess we paid. Failure to submit a timely written protest vAll 'prohlblt you from chellenging the Imposition of the tem In any court actlaeG ffwjbs**wmtotmfth"Dwte4tR*pm"foje"signing tits Butt courtly ftm)oui g -Foo.com&mwnForm, the School DW.Uldis, nolffled bytit spipficWe Local Planning Agency that tift protect Is being rwlewsd undsorthe California Environinentol Quality Act (qEQA] dftprotect may be subject to additional odwal fen to fully mUlgati. Us Impact on the school distillcri edmils. White (applicant),, Yellow (building department), Pink (school district) feeform.)ds (t0/03)dm.m BUTTE -COUNTYJDEVELOPME-N,T FEE-,CEhRTIFICATYON FORIVI1 ~ ~ R—f ATHER RIVER RECREATION•ANDPARK`DISTRICT. FRRPD ` 0. CHICO AREA 'RECREATION AND: PARK DISTRICT: (CARD) r <a 0 PARADISE RECREATION AND PARK DISTRICT .'(PRPD) i 1; t +. ` 0 DURHAM RECREATIONyAND='PARK DISTRICT (DRPD) u .;,Assessor Parcel NumberBuil ing Permit Number (s ) l> Property Owner (s) R 4 Project Locatiom/Address }' L " 2 � L ,�x(e., qpm Subdivision Name a r a Assessable Sq Ft 1. EType of Residential`Development'(check one) 4 a , 4, New Development+� Single Family,Detached Single Family -Attached *" } Y 'Alteration/Additiori(s) Non Residential to°Residential $' Multi -Family Dwelling.- Mobile home Mobile Home replacement } venfied;by Assessor. Department ' l Demo Permit (date i ued 1 ) +;;. k{ K ; ; 'L venfied;by Building,Depaitment Comments: / + 1 4r y k. r ` ;ry'• yf .i «" i ; y +. . �, , d. , i., i z Bui dmg Department Representative, , Date + x ,B RRPD O CARD' O PRPD `0 DRPD certifies that • ``r `' T t/.�-/v \ `L''�,/V r sj a t; \ ^ y a t,•' '' "' y �+ _ e :• j , 7. Applicant Name* } , . t ;:� . Phone Number t r S Mailing Address. City State .+ '�. x Zlp Has complied with requirements of the Butte County Board of Supervrsors,Resolution No. by Payment of 1 Dwelling Units @. $ '' per unit for, a'tota] of_ $ Square FeeYl @ $ f per sq foot form total of.$z. , ` .Remarks: ti H x t + Paid by CheckNo: }U / 2 Paid by Cashf. s 4 ReceiptNo �' ` :I ` Recreation acid Park District Representative + `+� `"+ ' A ;, x Date";', : s t 7 • .. Y.\tl1D T..tC\D}.iTT 1lTA}!`.L(ID L., r\_.. .1. tee.. ,.,�..,l.srr+ fri..r. r v..l :1�nf. r ...- _) 5. ... ... _. e.. _ ,.' 'thrZg e'- �: s l` ::�` j 'a 7 ' r•4 a * ^r�, Y� 4 7r ''tr a+ 'x; 3F" �,Sd ho tl .�� V �, �t } a _'µ« * 1 � fait"•• = ,,�,k '�� '��� a - '� '• a e'is `.�..t KS,"a _ t {� Itecordea f Rtt, F� 10.00 j' . fr"„*AND'WHEN RECORDED#MAIL TO ; ..; r t *,„ ` � ` ' Official eco I ? ! ? 3 Clat `R rds t +;t r �3 County of I GOi�1ES`` '' ,M BUTTE COUNTY BUILDING DIVISION �t i *_ ?_' r • t Butte = ;' 1, 'i7 COUNTY CENTER DRIVE * ' ,� 4 t ^. � r'.,3 � , CAt�;E -;T.” 6RiJ)SP•5 ° I ',OROVILLE, CA 95965 ' z°t a " `' ,' y,S yr r :"•�'+ County Clerk-Recorderl'` y I KL a ; F r } s.i'L, {'` 5 r. tFi .,` R ` • 09„,�x,st t yK r.' t N 7 L"II9 CL-FErI?` X005 1 Page. Y ot. 2 (a, ` t 7 �( ' .� •. f t Y `� 1 d, ., {�'!:. a� i ,.1 1•` •f. ,, f Y�•r y ` 7 �,\ 1 i 4 _�.. i jEE( !@(' Ill ,,._i '!j`�.:rY +tj 4� i' •' � , . 4 }`'`• . ' -{ \ �. ,, { ^.h Y x .. '' { i �.� y; 1.'M: �, it }3 r r .'•I���7����I� 1���� I t'I44\� II �I��I �II ��� •� �•�� 1+5' r �r ` ` 'y.,�•r .' ... _ r•* '� +. •yk r. ��} � tt it a Sip '.q�) r�[. .«{ rl *,y ` �+ { '� , r�; �,.. rr y r �:. � F r_ �.r �r. .. � .� 1 r � 't j.. t+F:'f+ 41 F.. 1 6 *P'Y ' I . t y,f k i \ i .t 1• , �'F `: i �}'� 1 ”: f � •t � , 'yS a{ �+� 1 •' 1, :. 1 AGRICULTUR; �I; STATEMENT OF,'ACKNOVyLEDGMEl T h r d «•:,'FOR,.RESIDENTIAL DE�!EL`OPIVIENT . R ,. Sec*aer..26-8 of the Butte County Code required this acknowledginent to be recorded prior to issuance of a�'building'1 ` " w Permlt+;The property described herein Is adjacent to land`or included'within anrarea zoned fora icultural u and residents'of this o e , .t ' t ' ` p 'p rty may be subject torinconvenences or;discoinfort from the u''se` of.agrgirculfural`chemicals� {; !•r .'-� 'including, but not limited to herbicides, pesticides and fertilizers and fr"om ;th'e ursuit_ of.a ricultura s 4« ? " 'including, but not limited to cultivafion� lowin s `ra In a " i' P' g 1'operations :: air ; i t k. P g, p y g, pruning, and fiarvestingwhich occasionally generate dust; .smoke,`'noise; and odor ;Butte County has'established agriculhiial purposes and,xcsident"':withili. "d zories. ' ad acent ` property "' P P .ny r'.. « and on J should be,prepared to>accepty�such Inconvenience or discomfort from normal; nece`ss A ' ..operations., t ¢„ ary, .farm° All that al •,: e Gou of Butte, ., re, prop Cry situate in the ( my i A ..Bum,; California, described. as`followc `r: •rte "f � l ! \ y W • fx •}` ri t T is ti r }" *r �, ♦t .. k � 'r F � , ( } �. • ,t t :4 t. � k l,� ° , 'r' I x C } 4 , ' it , i F y r � } ` - r s ,"�•'� j- y ''�i� \./ •', �, ��-J���.�i� '.�, ,�F..a k 3 „ s. f ��' ,3 *.:'' 1 \a t � n;�'h I.. , •, " , 14. i ir. •� c� A;' yii .ria. � �"' .#.. , �,; �.!- .'•+ "«' y':h 9 '� , * , r`. d # :a. ` ' y` ti, "t. i x w ti .i 'rtiY 1 - @ � �,.. �''• � ., t ` ,y+�r" `:" '�, r • t j�' >, "+ �' Fit n +r n .4.+ "� _ y r Y:•, ' 4E ,- " r t '. it t a. '.t' tC J ti. r . ` ,•*, -Date. (`-PROPERTY.OWNER � w�' A `�', x � 6t` ,t-�,r . �, , � @ Y • :1• . ., �' ; ' � L' .f T K� k x - i ,• , ) y t,t}� . 'r w: „� x. x � 7. c� r " r:. t � r "F'i � � .y. s J tS a x � a , • k � >.� ]. *sY, °Y ,. .} 1! •',� 1,: y State of-California A,% # !x+: i r t. ti y •✓ {'.' �' ' , +'W .COUiity:-Of F: .: . �.. NYk, ,,,,, S- �• r , � ) r ¢ {, 1 1 •"k 4 � + r ]r ♦ � •x, �t _ ti'' 4 :y s t ti• +t � t� S • � ' '•Y, a . -, y "tkt� s • '4 r 't "rIr t� � �"�'" fRn✓ s ... tlr ra .. � 3� s :.. �w r � � c� � ,# Orrr /. �' before me; „.. C personally appeared' A7,r _ � t xrtr • ;: t� _ I:nown to 'me (or proved... -4 on the basis of satisfactory evidence) to' be`the persons) whos�ame/s is/afire su rsonally j t . j i r l) f .. to 'the within instrument and acknowledged: to me<?that he/she/they ezecuted'the,same>in.his/her/their:,authorizedS^� ca aci « p ty(ies),'and that'by signatures) on the instrument, °the pe'rsori(s) `or the.entrt • u on behalf of which the, erson(s) 1? P„ acted, executed'the'instrument 4 x ` x� jJ, y i WITNESS m y a; s ! t 4 1 ; y; hand and off c' I se l }! F M ( w " a .. „ r j.:xy a_•, .._•� tr: • :t � X'- y:" 'F r t t � + { r t? Signature ,° +• � • Seal: RIGNARD FEUERSTEIN . MfVI #1568619 .` l .". F rr ! , i- • ® NOTARY PUBLIC CALIFORNIA ' A.P. # BUTTE COUNTY Nly Comm. Expires April 13,'2009. r r i A ,; `1 t rR 5 y r * t y 4 }.�'. �"- F` , �� , � h � r a.. ,fi•:4 y 4 a � •�• ry7ik .Y .. `r s ti.� .... •..r �'. '-r. > a .. r't .x. ..,... .fit, ���'.., :. .� � _.. '�.[ - .. '� _. .,, t�..'�a * �r.�; i' ". �..,�:''. PARCEL 1: LOT 25, AS SHOWN ON THAT CERTAIN MAP ENTITLED,-PARHAM SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON TUNE 7, 19815, IN BOOK 100 OF MAPS, AT PAGE(S) 31, 32, 33, 34 AND 35. CERTIFICATE OF CORRECTIONS RECORDED OCTOBER 24, 1986, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 86-37964 AND MARCH 15, 1993, UNDER BUTTE COUNTY RECORDER'S SERIAL. NO. 91-09992. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER ALL ROADS, AS SHOWN ON THAT CERTAIN MAP ENTITLED,-PARHAM SUBDIVISION", WHICH .MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON 3UNE 7, 1985, IN BOOK 100 OF MAPS, AT PAGE(S) 31, 32, 33, 34 AND 35. CERTIFICATE OF CORRECTIONS RECORDED OCTOBER 24,1986, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. -86-37964 AND MARCH 15, 1991, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 91-09992. Mail Tax Statements To: SAME AS AHOVE EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE ROUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: ALL THAT REAL PROPERTY SITUATED IN SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST,. M.D.S. & M, AND BEING A NON-EXCLUSIVE EASEMENT FOR ROADS AND PUBLIC UTILITIES PURPOSES ON, OVER AND UNDER A STRIP OF LAND, 60 FEET IN WIDTH, LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGI.YNN➢ING AT A POINT ON THE NORTH LINE OF SAID SECTION 23 FROM WHICH THE NORTHWEST CORNER OF SAID SECTION23, SEARS SOUTH 87 DEG. 43' 56" WEST, 30.00 FEET; THENCE SOUTHERLY AND PARALLEL WITH THE WEST LINE OF SECTION 23, SOUTH 01 DEG. 24- 40" EAST, 967.90 FEET; THENCE SOUTH 44 DEG. 40' 28" EAST, 409.87 FEET; THENCE ALONG A TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 125 FEET; A CENTRAL ANGLE OF 37 DEG. 35- 14" THE ARC LENGTH OF WHICH IS 81.28 FEET; THENCE SOUTH 07 DEG. 25' 14" EAST, 1444.20 FEET TO THE SOUTHERLY LINE OF THAT CERTAIN PARCEL CONVEYED TO R. 3. HUNTER DEVELOPMENTS LTD, BY DEED RECORDED MARCH 9, 1970, IN BOOK 1605, PAGE 104, OFFICIAL RECORDS, AND THE END OF SAID LINE. PARCEL IV: ALL THAT MEAL PROPERTY SITUATED IN SECTIONS 14, TOWNSHIP 116 NORTH, RANGE 4 EAST, M.D.B. & MT., BUTTE COUNTY, CALIFORN A, AND BEING MORE PARTICULARLY DESCRIBED AS A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES, ON, OVER AND UNDER THE FOLLOWING DESCRIBED PARCEL: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 14; THENCE EASTERLY ALONG THE SOUTH LINE OF SAID SECTION 14, NORTH 87 DEG. 43' 56" EAST, 60.00 FEET, THENCE LEAVING SAID SOUTH LINE NORTH 01 DEG. 36"04- WEST, 30.00 FEET; THENCE SOUTH 87 DEG. 43'56" WEST 60.00 FEET TO THE WEST LINE OF SAID SECTION! 14; THENCE SOUTHERLY ALONG SAID WEST LINE SOUTH 01 DEG. 36' 04" EAST, 30.00 FEET TO THE POINT OF BEGINNING. , • r - I4 i VIROWMm p� NT DRIVE � 1 2 t _ 7 COUNTYNiER��V� r MODEL 7232=B F NEIN -PREF 1MWARY 4 DR (OPT 3 DR/DEN),2 BATH, 2160 SQ: FT. �• D I . — 72--0- CD9 17 4' 1/ IN FAMIL KITC{ r a y 0..,• F 'S. ,y,. ... �o J� r < y ' - µ f r1V' II GII] ° _•l1/5 v - I i 'Butte County Enviro ental Health M CA',i, om �` at l r DEN DNNG o°.'s Y CE! OR 41 Vinirptu�qf- ,a. -- LD _i L 10 —8- -- 1-&_ ;�:, 18 ,8 0_ 176 0' I r 00 Manufacturing,_ "„u' ; %� - .��,�I-3i..vrde Coy cp �xt� .0 3 zb . Wesfi � in" T FL 0 0RPLA N y�. u;l Produet`':Dnvelo mens 2160 7-I1-05 )C o . p {9511 657-8094 1p,.,,� „u „r,ti.l,,. ' 0 Iy ALDANY'DIvisKIN °' tl,.,:DHOI1 t :.cn ` ENCROACHMENT PERMIT S County of Butte Department of Public Works '7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016. Fax: (530) 5384356 Download Forms: www.buttecouniy.net/public'Works/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 20.16' Permit Number. District APPLICATION ;. I / WE, the undersigned' hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads. and highways, all in accordance with County ordinances acid eneral laws. All information except siinature must be typed or legibly rinted. 1: Applicant's ���ne: '. K 64- 1. u &l Y. a. Company Name: - 2. Address: �� � • ,,OYWV t' , i�� - '/ � e t 3. Phone:- / r 4. Assessor's Parcel Number: 5. Location of Work to be Done r ; . 6. Applicant's Signature 7—Da t - COT. TOR' S INFORMATION 8. Contractor's Name i 9. Address 10. Phone: 11. Fax: 12. Contractor's License Number:'. w 13. Certificate of Insurance: Yes ❑ . NO: ❑ 14. Contractor's Signature: 14a. Date Signed:. . . 15. Authorized, Agent TYPE OF WORK TO, BE DONE 16. Please Check: Curb -'E] Gutter:. ❑ Sidewalk: ❑ 3 ,... 17. Driveway (List Type): 18.Other:, s _ PERMIT GRANTED s In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby granted. 19. Conditions 1' / O)Lo CaL��• S r N kCeel, / �Lv1 ' $ � r `n � ' � C� rr C of a �eqh e–;s-t; Go wi a 'e w o'h oY. T1.0 r. Val , p aro a'!2- o'r K) t ii �2 vro an . G j eA• Gottir Underground Service Alert .S.A. must be notified two working days prior to any excavation. 8001227-2600 ' 20. or s conform to accompanying: Detail . ❑ a Plans. . . Special Conditions ❑ ' 21. Date Issued 22: Expiration Date: ` 23 ty Sure:: Z ., �. Mike Crump, Director of Public .Works CDF FIDE SAFEREQUIREMENTS AP# 027-320-025 PERMIT # 06-0110 NAME: Wheat ' Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a 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. Driveway Standards [X] All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall, provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [XI Grade. Not to exceed 16 percent unless paved or concreted. Grade will not exceed 20 percent. Driveway Radius [X] 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] 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 radius. [X] Turnarounds. Required if driveway is over 300 feet in length, will have a minimum turning radius of 40 feet from the center of the road and be located within 50 feet of the buildings. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with, a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] Gate entrances shall be at least two feet wider on each end than the roadway they serve. The gates must be located at least 30, feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. Where a one-way road with a single traffic lane provides access to a gate entrance, a 40 -foot turning radius.shall be used. Addressing [X] All buildings shall have a permanently posted address, which shall be visible and legible from both directions of the road the address is located. The address shall be posted at the beginning of construction and maintained thereafter. Accessory buildings are not required to have a separate address posted. [X] Size of letters, numbers and symbols for addresses shall be a minimum of 3 inch letter height, 3/8 inch stroke, reflectorized, and contrast with the background color of the sign. [X] Where addresses cannot be seen from the roadway, the address shall also be posted a single post located at the intersection of the driveway and the road. c up F * �- _ � _ , • , ' +�.. Z ^ �. i •.£ .vim • r. r+. b ,1 . \/'.. ,- ' ""BUILDING V, An ROVED, lk ..W MODEL 7232-B` NEW - PRELIMINARY_ .4,,13R (OPT 3 ©R /DEN), 2 BATH, • 2160 . Sp. FT.. _. W — — — — — — - _ 72_-0 h` �' {---1� ---+ -�I 10�_ �� _g. 17-4' r , .y 1 fi �V O Ah�LY — — E KfTCkia{i p ,err - Jr- M OA rr' r LIVING ROOM LD )N DET! DNNG r or./, - - x r _ eet DA .l " iCLI I y "°Manufacturing 1~ S L' ;3Y(dc Conecpl, °xi i°■o. Inc"^ DESsN FLOORPLANi ,Nest . 3Z72b *' 1 -- Produci-Dnvelo mentJ,95'1) _ I1-1 nLL n,l•I �• Y .. P {951 6�7-8094 ,- 2160 7 p ALBANY DIYSKi!{! : . Will I i z+al 1 —t� xaico ' J. w•. ' '— \ i t_ ° t _ _ I 7 1� y ) twc I I q i ,��� • STANDARD CARPET /E� Lit,A 3b.p - .I I 1 �, i ♦ ` 4� 0%.2 7'V T e 1 .I . 5 6 ✓'✓t. — 5., 1�. ,. S.I h a.lN ' >-'-V:'. p'. � \ 2 � , •x V 30 FF U 3c PS »ps » (Sr.PSP ss » s - V »� a (U- ,e.t:sr r" -a rPes CC�� cPs �r ;i�.f ��C ;c - X ; �, 2 OPTIONAL CARPET 3) 30 PFi 3) » tt- S 3. » PS , J} ... 1'SR • J '�\ � ��. - /<� r•�` I, - , '. � I I �`J • -\�� - _ y -I i �\� her _ - I - -. B - UNIT r .-. • _ - , .. t _ - f �I f �( a L (BEARING WALLS)- --------- ------ ----------- f)(1 ' '(CLEAR SPAN) Manufacturing West, Inc. Albany Division - Plant #972 2445 S.w. PACIFIC BLVD.. ALBANY, OR 97321 ��l (' B- UNIT jI� Phone (541) 926-8631 ' . .....- /\ .. - + CCVJJ far (866) 491-6847 C- \\ BUTTE COUNT oaawn/c CARPET p BUILDING MVISIO Loc. i ,. 2 E 1) SO CUwN.It O.R-awOINn L C By - PaO� u0D[: PAR FOOI,NG SIZE REOUIRED (SO. IN.) +PNE,CApP'A'l'"Y FOOTING SIZE REQUIRED (SO. IN,) PIER CAPIER _ FOOTING SIZE REOUIRED (SO. IN.) P4R' y PAC P! `OOTWO SIZE REWIRED ((SOO.. IN.) _ � so [�pLuLN ESiAiE GE 711 G CAPAC(TY .. 0.110. ( _ DITI(tBS) 1000 P$f t500 PSf. 2000 P$(1000 PSF t500 PSF 2000 PSF '(LBS.) Y000 PSF� 15p0 PSf OOO PSi 1 (LOS.) I IC00 Y.( j 1500 PS 2000 PSF j 2 t 3;7 9-"-G5 � 2000. 288' 192 la4 576 3B4 288 5 6000 864 576 432 [777, 10,,'100 - '0 96G 720 .. sN[n2500 360 '240 180 720.. 480 360 © B000 ' •1151 768 :?6 T207J j 12B ( E;2 864 —A2 - / 01/18/2006 10:54 916-374-0150 WESTLAND PAGE 01 Vector D,ynam cs `�Fourda.i�ion syst6myy by 'TIE DOWN ENGINEERING, Inca Installalior! Instructions for the State of California, Wind Zane 1, 15 PSF Wind, Seismic, Zone 4 Introduction These instructions descri0e the proper use of the .lateral and longitudinal foundation system. General The Vector Dynamics Foundation System resists lateral & longitudinal wind loads ty anchoring the two longitudinal main rails. The system is -approved to be used on single or multi section homes: • These plans and specifications meet the requirements of Title 25 section 1335. and ; C,6c, requirements. • Maximum eave width (roof overhang of sidewall) of 12" for Zone I. The Vector Dynamics Foundation System has not'been designed for use onexposure "Y homes within 1500 feet of the coastline. .Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shn.ar walls, marriage line ridge beam support pasts, end frame ties and rim plates. 6-0/ / v BUTTE COUN3 DIVISIONBUILDINGT APPROVED SSI a 26070 %J AR 311006 /f CIVi\- c ,/ Engineer Approval State Approval >wrA:i�nwCrvRsv >aaat� e� Fottatn�►�,ax�rsrent =ALM AM SAFM CODN.0" 11651 � APMUYVM + tavarsc.? To 0MM=0 X*= AWROVALDOERwr AuTnofu DO1t0"am'"T o� o� >asvu>yaM rna�4�nts> oa � sxwrc w►ws Arra �aut.�sma�a vu �a.e.tcttW� t��wtK.oa.4►d++�radt ' . aa. AND srAro�ux ' _ c > A re *Atlanta GA, 30336. r�E i + Fax (404) 349-0401 DOWN kNGINfCRIN. i X01 r•' 1812006 10:J,54 .,91'6-374-0150 ;• < s y` WESTL'�1NU PAGE . 02. r, 3 GENERAL` INSTALLATIQN�INSTRUG iONS a ' [ •. as ,� ..4. , , X , • y • a ,� a Site Preparation- Itis necessarythat the home;site be properly graded and sloped to prevent water and moisture;from r k, standing or flowing beneath the'home. Not!* and Frost I�.ii'nf:S f 7, ♦ �} � . M� � ` ' C .: The Vector Dynamics Foundation Systerrrwas designed�to be'placed'directly on tol: the ground -'(or Poured ' concrete) after clearing all. -loose vegetation:1n,areas,with frost heave; use Vector for Poured t ancrete.to� comply with local requirements for footer depth. �, 3•i ' : - lroundatibn/rooting Sp�!cification for Vector Rads' Vector Pads are used -in place of conventional foundation pads.One Vector pad provides,2 sq.`ft on single } E 'block and.3 sq ft. double black pads of bearing-suppprt: Vector,Systems shouid be spaced as symmetrically' , �•,� i� as .possible within 10' of,end of home:. -For pier locations in between ihe,Vector Systems, use the normal.,., -F •:_foundation, pads. Maximum Pler'Eleight' Vector Dynamics Fouridation Systems may;bef,used on single section homes in,Wind-Zone I which'require pier heights (from surface of Vector:pads to top, -of concrete -or metal pier) not to exceed 36 inches under one or both main.rail(s). multitionom hes limited4o 50 inches. . .,f ' -sect{ to a `' . - ti. 4 - Y ��• -'; i,i Unequal Pier Heights` , A , ,' . ^ ,• =,� 3 ,. , ., Multi -section homes with unequal pier heights are limited to 50' maximum pier height. The difference t exceed, 26" between the taller pier and,the shorter pier carino , ! ; Vector-Dy M[ CS ' FoundAtion 'r4 St6MS . .�.: 3 -i� •' <a i iT1en" Parts -L ist j` jj ` , [ .� : _ : t � , , • y ` ' ' Vector System .' .Part # 59018 r Single'piece pads n s with straps` ,•T r and. slotted bolts' VP •Vector/LSO Kit- AW 'Part.# 59013K for siingle.block, pads, . r . "+ , A., , _ err 4, F iy - A.. -f • J} '. ! a� - • ` ll A Vector+oundation Systems for the State. of` Calitorma u ' t' f ; ;,Page 2 $ ' , ,. 11/28/2005 .,' 01113!-2006 10:54 '316-374-6156 WESTLAND PA13E 03 4 a o 0 Concrete Vector System Part # 59049 . ev s o (for double stack block:;) Longitudinal Stabilization Hardware Kit, for Concrete Part: # 59023 T IT Veclor( t 1 Part # 59276 for'Double Block' Li_ ♦ 1 1 hardware Longitudinal j Hardware Kit i Part # 59026 (for use with 59271) fill ..,�� 0 .-.-.-.-.-.. .................................-;- --._._._._._._.__._._._._._.�.._......._.�.._..�._. _.�. Struts for Longitudinal Systems Part Strut Pier No. Length Height 59013 44" up to 4 Blocks 59015 65" 5 to 6 Blocks Li U Center Compression Strut # 48612 - 62"- 108" Strut # 48613 - 34"- 60" Strut Vector Foundation Systems far the State of California Page 3 11/28!2005 01/18/ Z006 10:54 916-374-0150 Set -Up Instructions for Vector .system WESTLAND 0*10" r01 Oil Memt76r WeO Long U -Bo .Beam clamp Loneitudinal Strut �. Lon itudinai 8 Yector Pad for s 1. 'Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Attach longitudinal bracket to pan. Press or hammer pad into the ground. . 2. Set Block or piers on pads. , Center foundation blocks or piers on pads. Place metal strut between blocks, resting on pads, centers between U -bolts as shown. 3. outside Tension Bra.%ket Attach outside tension bracket as shown to outside of pads. Vector foundation Systems for the State. of California PA'(3I_ 04 Tie Bracket OurA o reneion v Bracket �r � if8 y racket � C 2 �+.ft. . ;;mote block bet � y 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over.the compression member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite 1 -beam & down to outside tension bracket, Cut strap 12 = 15 inches past.bracket. Attach strap .& slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite. strap. 5. Longitudinal Install beam clamp to I-beam and attach longitudinal strut to pan using nuts and bolts provided. Pull beam clamp outward to remove any slack and tightal%'OL,. nuts and bolts. Page 4 11/28/2,005 01/•18/2[06 10:54 916-3714-0150 WESTLAND PAal= F15 011:1b ©06 1'1054 916' 37a 0150 F �5 WESTLAND _ ,€.. a P�i3E 0? s :r jvTM Set -11, lame -s -. m• es . ,.:� IN toZirit�l 1,. r � j�k y � ,,1# n M1 Yr ^r,, �>, • �a ,y A 4 Us�n Vector'Dynamics;Foundation,4stems � r d ,:w t , • j;, ,r > {� . ...� N'" ;} ' ' r•t.. :.e� .,� �. t r • �.i, {,_ '# i Example of a' Single' Sectfon 44,' X' 72', Hvme # k .� ,t...• .r i r � �'�:.. � ,.i! '� 3 a �' y i= �d �` � i - #. s '' } 1�. �r^. rn -,17 1 : . � ��r _ t r"" -.t.. v k: • y+t.. Y •� '-":.� / F y �.. +, ,+ h �. {{[ ' � 5. # v n: f 4�)�, t!ecxor 5y5tems'= t d • 7Y d;° Yectcpr ay6terrrg' r .;., ; r�. r t ,y+ a I � } + � � �.�.. ^� }� � _- {` i:. ^'F�� r4 rlf ��' ! � f �•♦ ;r . n x d �,_ �, � S �,. z'..b � �� � J i',s . a:., i �.0 } r,++a ;$.r,�aa , r' Y� ! .., b, le - �• {!{! ` . ` ', '•,' k>fi,�, �.`4 d ,a �,,,'$if ,.*C, °i.S der °.r°-, d at ..�� •t 1,}" "ar9.:� t � J *�i. ,gym ♦ ,� -� �. � , .. ,' 1� w ^ ` ,j x� f.. i €_ S s �,. i p it, , fid' f �♦ aI i �-. a i fr•' ^,g x 1 �� y y c „>, K•, s, *� i ; r„, �a'�a.;;, i ,k r� 3M fF� - J r� �sb � f t ,. �p� 7•i ` .7 r- ti� r •e t• Lpi ,i. "'! • ! #.'• �; F• t f } u 4N' a^ ♦ .",r , a _ ,.I. s .t i,, s �� •' # - s ,�' ♦ xt r aM• y •�, � d � • r # F. "r s � ' 'i 's- �` f �{{ 4.. •� mss' .:�. �'^;'t: �Soil`Elearing'Capaci* -:,1,000 PSF Minimum iE. s'.a �`, .'I �.;� � r. , , � . � • T,F4 T• 'y t � ,r .Y » y 'i> ��. • a, r r , �t,e .Koine length; ` ;Vector -Systems° Required ' �Stahilization (�:SD) a r pFF�'� p *' l r•d' • aY ♦ . :1;t' ; .: • t r k '"i. a s r 'r 4.to OV a P�.{ .a a.4,, - �. - - '2 t t• L 1` 1 i .t.d-; �Ja r, ,.�T6 • .�r''r � r i Ri. d , '� . 2 T (., 2 71 r� t � s �. y :rf 4 tF .:. .r F . , i. � ar a J ,r• �' r0. 3° "; tix n t' I�t l°' � k w- { <y� • a* _ S. r>� { "-, 4 ,ti �.. � l'.�. ]^#1 rs -t 9... a�' ',• aa r ->f �, .. p � , � t - p I � i- +l': Y` a; y[ r ,;� ♦ r i �i� .i �; � A,� - :. � t.... t � �NOT Far'use`ori i4' &:16! wide homes° .!Main rail spacing,on single wide must be.957' or.more ' Pier hiegl is:cannot excE;ed 36'd' , +, Roof slope no greater ttian 20 (4 37, in 12 pitch). t i t ' ,.1 C . . ' .•. alt -i a' ca',. ,- J, a ♦: � #'d � � X �•» !y i�. t� ._ap} Lt I ,r � � ai . i 1 t .� ��.. rba d .t.r _ � .. .- q <.� .: 7 i r � t_.a t r [ 1' ,�, tr °F:•r a. ' { '' '4 a VectorSstenis'shoultl=be spaced as symmetrically as possible'along the ,'I length of the home Pier spacing,must be consistent with ho4ni anufacturers �. r instruction and/or statesequirements: , F4 .Y kTwo Struts -1 LSD System Can be6'U on one pad'oion, opposite µ : • r : r +' i , , �• > _ ti ends of home < R ., L•, .. t r :S._ t t4 �} S. �'� � A ' •Y. J �N-.�f r.}r a' ( �.t .fir rq � ' � �-{ � „� k � r.,t � '� r � } tey� d ;` t :• a'g � i� � • ; � ,• ...� a s - � � � � - ... 'n ..� ' x .�; b �� 4 .�.. �,, ;�. :did *r7rGt t _ t •, �. �'..! 1. t ,p .r , �. r? a r r • - ' � ; { �� �. y t r r ' a X t 4. # 'f . � •. r1 � .+ L. y. °a er ,a +s? a� a 1.- P e -�,.t 3 'i � ��e ; `- • a .�- X.. � ,'.. } .. r r r � � r rt � a f •k`f � .� ``� k ,.rX v :� •; �. �,�w rr'X �..� ��-..:r .r M' +' d.i i', [i t{ �`rr t l,+� - i $ . hx. '•` fit►} ` i I. i '•e y"'♦ • ° x ` � ,� ♦•;r� Jl; v - F a F aP r i,, Z �{ s. � �• T .� N �� � � ,i;•r�i+ �#'r } v._�, 'il � r .. � t � •l y i 'Ve�tor.Foundation Systems for5'the State ai;�Califorrna a r,�'! r t.. rd ��f4: ,1rtG t •' t °':3�'� t x to •}. � x i ,i t a t ♦ �, ni' � • �� 1 v y Y �,L � F ! �'1}, f r. ;l y - • a ^°4. • �` '? #. r• i Y” `4 � ;.: �. G VWur Systems ',Iangitudinal^ ".., ` >• ° + 01`1.13/2006 1054 V' 916=.374 Of 0 � ��" ,.1 �WESTLAND= �, 1 Cl } r i .i A s '• 3 ' 3' 2 tr � ✓ i � •' r t ,t'4'�ti a4, , + ' � . \ yt ,' • ` L{ -, k -.k , J.. 4� \ V1 LND``ZONE for Io.ubte *Homes tx �y ;Section ;. using$Vector:Qynamics Foun`dationSystems; ,•f fA... it .. E!� s;��� a,tf ��, . a, � `� r 'ir e{ r i �.. ....ry �.9 °{.. � ���r ,r �., A S'' `...° '',y � � '1 '\., 11� }��� y� r 1 '_Y' • R � t'4 ra'. • d � � � � i .•-, � y � � /' � '.� ... ,#+ �. �' t r� (.: � �. l+'�') t Ike � rr �, IMF .tea \'AMI - .i�r y. + w• �f i P°` I SSD. x ` : xarri p!e of a Double 5ectHOM61A. 44 rM #.. {- t 't � 4 t "N".. _ fi 4 Ii ' _ I b t � i- p, "�} \ Y r� } i•.i L Y{ 3a .i� tiectror 5ygie;m t-� :'" :` 'e ,i -.f LSD �t ► tM7 FO -1 rim • �� 4 # a ` 4 ,'A •fr i � Cd+_ S � t i'� � - p L. 1. � ; ....5 1 .+; #•: { . `, :� � 1.1 �,,,w �., 1. r •: Y' F �. R�+I.S 1 i� • T/ 'FI{[.��. .�4� �, �5.�! �' e. 'r n r , ;.` Soll Bearing Gapac�ty,.1;000 PSF Minimum a ;,f °' y i Home length* VWur Systems ',Iangitudinal^ ".., ` >• ° `Required �! Stabilization (LSD) \ oto 62 ' 3' 2 FT7. to.80' t 4 r lits F• � � •� — i. Ili a :"+. �•� �, ,+. �� ,., * up to 7:12-SIope. ltY eS.� tyt ~ :f i ff' i 12 QQ � �" li .�'r t •t'ti te. � ,+:, �� '! .•.R, r e ;r ,t •,a;r f . � •- -v '. _ 4 � F 4 t+t+ � R ' ,'t 1 i t •� !` _ - ' S .,y: � R � 1 ., NOTES ' `' ." I • ~, ,� ' _` '' , ray v, .a" -� d4 r�, -a 4 t „ w. •,.I�yi, t L ' 'i� i.' a j •c represents r♦ d 1 y , b R ; `e Vector Systems shouid bi�'spacedas •� . ^ example of adoubl z *symmetrically as;p9ssible alorig the`length of,` ;section offset 'Total size << the home. ''Pier spacing `niust be consistent ^3"` isdetermined by the,. with home manufacturers`instruction and/Orw _jength ofAunit pias ' 1.7 ' �, ti.i ` r state requirements: t _ x offset. t q. t.7 y L '•Fr +«'.} �a.• y �, a la;!; !4 4 .,} t `k, y f '. _Ir k �`, a .r+r a. 'T � �' �,' } , - 1 r •.,z ,..'" i'F::_.. •• � �, t ry.a:t� t ,ei 4 {i r ' �t �h �S- r'" � �� t fTwo Struts'=1 LSD Systemwhich�can be r FusedIdn one pad or on opposite ends of .s ; , { the home �` . _' t ' + � 'r' t � 4.�: } �. t ♦ 7i p` •+r` tvP tr r.. •r�y t �,�a '* c� .A x � v. ,T', Example: 28'ex 72. ` A I. + 3 ti rr �.' �wk• t tr '�". b3, �'. Y.i. A Yy:✓t 4 -i}♦.: A � �"' rt' an -r # 4 +� .�• • •, a Vector Foundation Systeii s fol-; the Slate` of California} `, ' °_ ;t�[r# Page 8 K r \ { ';11 /28/2005 F, '�.. F 'k �' # `'- 1 '�G f t - t �' R, " + + '�-7 1. � . I p • .. 1 f d- f a ' s "_ (: � `. f E�'" • ti # ._ , y . - ,. . },�", � �•{" �..u;•,,51 ''.1 �� �' "i. S 4;. r � "� rat E .. `� a t 01/18/2006" 10• 54'r ,916-374-0150. � ,, r1.PA-E�t. .j �T ♦ t t t" 1�' e"' , . d � w+ _ } ,.� � t i � a u � t i} f' a� f ,` # � � .5 f ^ WIND11Z,ME I for-136Uble Section HoimesV(High Pier Sets , rW `' * , • ' Usinb.Uector oynamics Foundalion'Systerns �` '' s � ,� >• • .[ i W'� "L y ♦ r ;e� e F'C` 44r 4 .. ^ >.,� . � S � i , a ...R 1 4 - r k,. �.:. y t +.'. •,�. s 4. fi .' 3r f ,'d 1 t y? . . 3 t •. i'' i r, !. ti ! ',� , 4 h � ,:.r .� t .''.. r')R"• � e„d w S..S-• F 14 ��• t !.c rh..- 'I� t Mi LM v LMJ t r i eh w l { 15p example of a'Doublc 5ection'28' z;7 'Home :GSD "I �^ !. ;` 'a. :i 1. i' ♦ _ *a S cf' ':iII'” � ` s�' ! rY<..y �'.•'. r +. I.tk �`�s ��. LM 1 FT J w r MEW7 ifiiii rMl �a,a` '" x) a +}Y t •ir 3 t„' �' I r vector 5yf t�!M y ; :* F t ,hector rM 7. ,v L ',ti s. •' 't -, t i .r / + L,X1 y` e• •4.��iw„ )— 77,!7 ^ 1'•' r.k � � _�- '� ��M ..! x ' �.'�YS �,a°..r. k..r y' < J5 �'� r ¢.t ,. ,,;.t `� }j' •"a^� ♦. j AV*- Soillearing Capacity 1 000 PSF Minimum ` + -` ?” <, k t ~' Home l.ed th Vector'Systems w 9 Longitudinal _•� Require 24" Stabilization'(LSDj; * r ' s p/ y't r a Y 1 moi` +.: • to 80tH w g ` f t t a .t t,a a •• .�• f l+ t r j !-^I f..M t J ,r }� '# `nit }� f'. ,•w e; r i ''t'1..�,.i. ,L c � _kti w} } A,<a t4"• z t •R �.• a, "14i �.} � t "�'� wit r �"'. ry. -'.x ++.ij °. p t ' L "t, , + • , Ys ^ rs++} NOTES 1. �,.. " r r'a S � �.F s � t.� ' r 'f .:,,,,, ' }4 a • rl x "� Pier Mbht is measured Born top of the , ' VectorlPad to thetbottom of the l=beam. -c i M { , ` + ��' r • ; k TM �. `. :� ^}� j,v w - F..�,.�"-� t.' 4..1 � s 'F r. ,, i.. ,. } f•. .rpt b ,r y-` vs a S y. . V � 3 F �"� ''4 � i r '�,• a . i'T l a < .. ., . F W' _ � t'l,, q f -r Vector Systems should bi� spaced as . f ., opt, ,t symmetrically, as'possible along the�length of: ,'} t 17,1 Lr the:home. Pier spacing must` be consistent,, ` wifh'home `manufacturers �nsir'uct�on'andlort'a c x state requitemeRts `� u s i ;Two Struts =1 LSD System which can be' s # } • 'used on one pad;o`r on. opposite,ends of the.home "9' $L' 1 1� e� t L,e,! s •ei y ;r #� #r. } . r '1' r ,�• r ..+ !'+''.. . ,» i ` p ,C f � aD : t t a , a, • t �t.' ' ;' � '`a r '.'i ,+' M,,,� t .i Y�y. r �� t' pr' 'F Trt� •! a .-�, 1" �,� !'. z- F,', Y �4 tVector Foundation System$ for the State of Cehfornia i� r *` # tr Page�g% }{ 11/28/2005 + � .t .- a w.ei � A ".r �:l tY5 lF• .t ,t, a � f�1E � S"� i ;dd} 1` � � ,�: t,� , a♦ • ) - t i'•. � �,.. � � ��' 1y 4 m'< a7' � 1 � W, .F t• ,r -+ k t � ..- #� y, *{ � "' ,ci 5 T` � - t � .i.. + � . y � �. : .'� nE,,, � � "`t'. ,. '�� • : v - 4. U . t�'� ..tom= , •;� ;�. ..}:, .Y �• �..a j t 611161266E 16: 54 .R � 916-374-0150 WESTLANLI _ ; PtE 11 . o .Vector Djrnamics system r . "for Concrete ;AhP#Patj-6ns; :. Instructean`s' - Read and follow all,applicable instructions and guidelines in the Nectar instructions and :home instal- E lation manual. The Vector system for concrete, pads applies to concrete looters, runners and -slabs. Minimum slze of conkrete per Vector pier is 24"x24" x +4" or,18" round (min) x 10" deep: The bottom of footers must be ,belovr the frost line or, a minimum of 4" below finished grade'whichever is greater. ,Concrete must be sufficiently cured and set to accommodate an anchor. bolt to its' full load resistance. 1. -. .. . . 1.' Determine location -of pier sets where the Vector systems will'be located. " 2. Place one Vector concrete pad (gala. metal) on the concrete where the pier.will be iocated,`centered F " under the I-beam of the home. Place the upturned edge towards the center of the home and - . directed to the opposite Vectorpier. Do the same for the opposite Vector pier. - 3. - Place along u -bolt through the holes of the', Vector pad as shown. A., Place the concrem*.Pier blocks,on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the `pier blocks. 5. Build vector piers but do not wedge at this.time. ' 6. Using a concrete drill bit, drill two holes into the concrete using the two holes in the rear end of the Vector pad as a guide. Drill the 3/6" diameter holes 3 inches- deep. 7. Place an outside Tension- bracket on•the Vector pad as.shown.in Illustration, one, Line up the holes in ' the bracket; Vector pad and concrete pad, Illustration One: '.. Single Block Set -Up' ' Part #59036 Wood Cap'r Double l31 ock Set -Up , and wedge d . Part #59049, 0 0 , i Outside Tension Br ticket- � Vector pad l , , �. for ` . concrete Wedge _ SEEMS,Bolt Concrete footer F f -Vector Foundation Systems for the State of California' Page 11 11%2812005; ` 01/18/2006 10:54 916-374-0150 WESTL'AND P;=GI 12 Vector Dynamics System .i far' cor�cre#e applicat ons ' 8. .Put a washer and nuton one of the 3/8" x 3414" wedge anchors. The"nut should be screwed. on ' enough to have 1 or 2 threads showing on the top of.the boit. Place the wedge end of the bolt into one of the holes, going through the.outside tension bracket;, metal Vector*pad and into the concrete. 9. Using'a hammer, tap, the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2" i 10. Repeat for the other hole in the outside -tension, bracket andthetwo holes on the other Vector system pier set. ' t 11'. Place on ;inside tie bracket over -the u -bolt so that the lip of the bracket is between the Vector- plate ' and concrete blockn.- Place washers and nuts an each U -bolt. Do not tighten yet. 1.2: Attach a strap w/hook or swivel strap w/nut-&bolt.; Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 -15 inches past bracket. Attach strap & slotted' bolt in bracket. Tighten strap until tight With.4-5 wraps around bolt.Repeat with ,. opposite strap. , 13. Tighten inside u -bolts at this time. ; r 14. Use the .outside tension brackets to remove any space between the outside tension brackets, i concrete blocks and the inside edge of the Vector pad, by tapping the bracketswith a hammer; Wedge. the pier set at this time. 15. Using a 9116" socka.t wrench, tighten all'of the wedge/anchor bolts, securing the outside tension bracket and Vector. pad to the concrete. 16. Using..a slotted boli: in the outside tension brackets, insert'strap through slotted -bolt with end of ' y: strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five { turns on the slotted bolts. Illustration 7Wo:' Single Block Set -'Up l ( Vector pad, Part #59036 for _ concrete Double Block Set -Up. Part #59049. rl Inside If , Tie,Bracke! 1 Concrete' tooter .. Steel Compression- Strut , • 'U -bolt Vector Foundation Systems for the State. of California Page 12 11/28/2005 Hame '. Vectar.systems Urigitudinai '- - + - Tay=Or Length, Required Stabilization (LSD) 3rd"Section 0' to 80' 4.+_2 on"Tag 2. t 2 ,. e` y " NOTES: Ry Vector Systems should be spaced'as symmetrically as possible,,y along the, length of the home. Pier spacing must be consistent with,home manufacturer:; instruction and/or state`requireinents - " Diagram represents example of a, ' triple section offset. 'Total size Is,, Two Struts 1, LSD Systiem which can`be'us.ed on, one pad or on determined by,the length of unit opposite ends ofthe home. r: plus' off set. Vector foundation Systems for the State of California , Page10 M 11128/200& r _ '�` _ 1 16:54 -374-61°50, WESTLAND, , t �� _� r a. .� ;. ` + �•': �r�{ i ( �� t t ,3 Y�,f j.` f *._ -1 r .rte a. • i i.`r"1 � , ,« r?_ � i•y� -,. "fA � s t,4 `-r 4 r ` F t �`'' 4 .' � d '�" 'i �, � t_� 49 }:( .. , �' � .. .a ,i ,� .. 1 k R/ u. ',, .,M �, fit' + �i�i t r�:` i �'. •If d "�y,i ,� i it 't y' .f. a. ,�. � r .µ 1 - # � f,�. . "''t a f[' ', ! „�.- s .�-t � i•,• �. ", `, .., J k 3.`' . �,t } Vis, . .. � Y' t • � . � 1�, �,,' t � t 1 +Parts `:Breakdovu� ia�. C yr +tom' is • e • i. i 5 S' fir ., L •�°. .w }. , 'r:% ;tixr r a rXa°I ♦•t�• f ,�, /. ;. W .'s w 3 `N} .i 3 4590 _1L Flardware Kit for #59018 & #59276 ,_ $ t �. , #59036-1 Hardwar for,;#59036:and #59049.Lateral '� `5 *Later`al S stem" �,,� ; r .. ,y Y t �. Concrete System _ t 2 :10019 Flat Washer 1/2" zinc �'- r1 59036-2"`:Sub. K� 4' .10502 Flat Washei I3I8-16 zinc *�° �,a ' `2 59279 "Diagonal Connectors `i r' • yf� n. ' ` <4 '.10624 Hex Nut 3/Ek16: Grade 5'zinc' �' + '2 ;59282 ' Tension Link'y: �'^2 ;59232 Protecto Strap 2 10646Y HexNut1/df,x tr �' �, �� ``•:' '2rf 10925 Ca`rriage,8clt 112., x -1 Grade 5'zinc� =,r '` }� y ,, f ! ' 2.;59135' �' Slotted Rbl1 w/Nut t �r ► #59023 tl I� �► tai ri r `• 4 , s' -` } LorigRtu in hardware= ;2;59232, Protecto"Strap,, :' �r ;�` 4,:1.053b Hard, re'Anchor`Wedge'•3/8.x3.50 t� 2- 5927,9 `r. Diagonal Connectors ; . + ., s `.' 1 ' 10732 1`! Hardw re Kit r �'' ` `- ,2" 59288' , Vector Tension Head t 1i• ;c, 2 211 Beam Iamp;Base :' y ' a;`� _ ? t,• ` 2.' 830442. rU Bolt 3/8-'Ifi x 4.06 x 4 88 zinc • 4 `59272 2- Beam, lamp Top,,Flange` a r � .#10732.Nardwar"e KIt,tongitudinal r �s '.*' �' ; �� ` _ �: ` '�`" t ; � •. 'M , ,l y " ., 4 10804 Carriage Bolt 3I8-16 x#'Grade 5 zinct' y�,#59026 Longitudira Nardwar®: 4 10502`+ Flat Wadi . / ,... er�3 8-t6,zinc, " _'� 4 `� 2 59272=1 Beam lamp,, as '4 .10624 .>Hex'Nut /f;-16 r .ta , G ade`5 zmc. r �-A:`:'59272 2 ',.Beam. limp top Flangei i 5 t` w - f 2 `59288 - ��Vector enslon;Head" r * ` #10732 1 Hardware Kit i:ong'itudmal �r' I ' ' ` 1 10732 1' Hardware Kit- �; $ u a a ,8 :10926 ° Carriage'Bolt 1/2=13 x V1/4 full Thread ' ` 1210646Y Hex_Nut 1/2-13'Gra:M5An( .5"° J.' #48�i21` Comptes tan Strut Hardware �� x` ` ; a 4, '10'80 .` Carriage, BM'4/2-13x, , 2 1 /2 ..� ,{ f oi 2 #10999 U Bolt 3/8=16''x Q.'06x12' 751-3/4% v ' r ' 'e' Grade 5 zing: Thread inc ;� < ` ' ' .. "- 1 4 ;10502 r '#1.0733�Lorigitudinal Hardwarefor#,590131(it' $4`'10624 5,. Hex NO 3/8'=16.:Grade 5 zinc V 5 b Y ';10732 Hardware K;it . s :: ;�; + „ti, r ;� . �, + 6 ;10556 ' 'rTek� Scljew#12 x1>? -- ."J, 1 10732.1 'Hardware it E 2 Teriso _r y;,x 4 Y✓i , . �� lig 1 .� r 2 '5928 n Linz t 2 j 59272-1 .Beam Clam Base t 4 59272-2 8eamCfarnEi TopRange- 159036-2 Flane' �;�: >� �� 4 �t •-. , xl s � E g �* � - - •r " ♦ i y `e � i - t+ � t tE.4 r"". �,°, •+s ` t . f s ' � - '$ M� .. � e". #59036-2 VectoriSub Kit ;fdr Concrete' 4 10502 f` FIatINashera3 8 h sz,,r , • ;: .�` t.d r' $, ,t. �.. ` 16�ZfnC•F ►f �' :Hardware Anchor wedge 3/8 ) 3.50'i th y 4 10524 Hex W. 16'Grade 5 zinc �X - f , 3 8'30042!7"%" U Bolt 3181.6 x 4.56 x'5:50 3/4.Threa�f.zinc- r 2 59135 'Y Slotted Bolt;w/fVut4 F t e 2 '10926 '; Carriage Bolt 1 3 x 1-1 4 y Fu Thread Il, 2 -A 06 "HexlNut 1 2 1.3 k „ .� z - • ;, , Y *#. / Grade 5 zinc' y '� x; + tt �T} a , ,� fy , 2t ,10019 Flat Washer -1/2 zinc L' .. � �'* `' _ tr. 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O Bin Number' } `: , , y ,� 4 a APPLICANTINFORMATION � `, .Parcel Size' J ' r/���5 6 $ t _ "# t 1 i . t { r.�} te:(. •W `..��� E�V.,/' ('! /"' / •"J f y5 i,. +# 13 Owners Nzme ., _ y. h +, �j 1 1 _ E t Owners Address tV a f �• r � A ; ? t `� f 3 ,: f , * 1.t, a +; `' Telephone,No F' . .a' t j r 1 %` } ` f i: y, R v, - •1: Site Address ' ,: , lq?i` / �'r/ 2G. Proposed Use Y ` r y I },R , u a E _.� 11 y} Zone ' 7 ,. ,... _ .. ; . f �.i 1 1.,. J Z�'t L i ! n -.. j. .. f Residential "� r ' GP ` ' ❑New Single Family Residenti1.al ! ' r t r y a, {rr ❑ Single: Farriily Addition ^' 1 y Yf. ,1. F i r � } h= - Suigle"FarniN Remodel `- r �) ` '; . ❑ Residential Accessory r ' � . I " x' t` �. r , I.r. ,t ' c a ❑,Permanent Second Dwelling ' S.>> y R �. T ' ' ❑Tem or Mobile 1.Ho1.me (Aunt Ivlmnie) } ` ti ' r� Temporary Travel.Trailer L l a' '" s }} r ,y. 1.A Multi family ;1. k ,+ ,1. , ., 1 ! ' { .Non-residential ! j _ , f a 4 1. Q New Commercial e _r - t T t C1.ommercial Addition k1. �❑ Commercial Remodel <, � ,', t r j .. , ❑ New.Industral Fi i 'S ` t t j1 ? .; ❑Industrial Addition ❑ IndL 1.1.ustrial Remodel ", ` G = y 1 ., 12 a `:. y a y t Other a % `' r . , '' f t.' 4 a .� j j y, ❑ Septic`: T :. . a. r ;:�" : ❑Well `' ` '` , { . �, `Agricultural Exempt. Building + f t ,` ; t ❑ Agricultural Buffer Form K ❑Other t y t. Brief Explanation/Issue: f . ` 1 ;; ; j I. �t "'1 1 41. b r -, �t i. -,�y r: Y.' Sof 11-1,.} '.� '} ' ; ..DEVELOPMENT SER VICES INFORMATION (For Staff Use) . �� t , r *.� f 4 roved ndihonally Approved ❑'Resolve Problems.Prior fo'A ' royal, . `' �' t1. PP:tid ,. 7 ti t _ �■ t. a: t+t r l`r 'f ❑`Resolved' t l , I - y z - I , 1. , j :;y r \ " fir .,, , . � -a . `•y Bye t y ' P �,Lt F 1 Date r...• 1 7 f ./�., ,4 1 rye' + ! 1. j, r. �'+4 ,T onset 5 i f h n `t f F3E { e i ,,, j'` y ti t } i- .: _ �9 e t. _ tz.1. y . 1 i A - ry i,y " „�i ;• ` r -♦ ., r `' (7 i�r,�, wi' ar � '' i', r ., : At Savo AS P. r Alt Yr rf Parcel Created' ;. `.•„” J #. .�a y x .: &L f;^. + r' t ` •� � ! All :Deeds i x t y {� r< y ti {{ Yy C 4 t c t 7 O + t T i. ` �.. " ASO of Creatc r ,. ; s W ' Legal Access Pr 'vided ❑ No❑ Ye rw Deed of Reference " Legal Access Required ` x No "❑ Yes t �'� S i' I Parcel Fmnta a on Publicl Maintained Road g Y .. } ❑ No ❑.Yes,`Road Name , k 1 t Com hes with County Standards for Deed Creation ;❑ P ❑ No Yes S R " 1 Comment`s: � '; + j�=• r n , - ' [• L x ❑Parcel Deemed to :be legal• ❑, Ven[(Legal Parcel` ❑ Veri Le al Access Provide Deed of Creation ` • \ •:., Obtain. a Certificate 4 Compliance N g i > 4 Y, f ai ❑ Obtain`a_1Vlerger K �❑ Obtain a Lot Line Adjustmenf �'r .' >• _ c. ,. . COriSiLlct road to.: }' ❑ ,$ ❑.mVl t Parcel size required by.zone r' ❑ Meet current Environmental Health Department requirements } f �. +. f e s t _ '� !� •e _.. A * ..i= .. ,� y �.; 4: � i 9.r[ T Cry, SubdMsi6iafa /Parcel Ma Map Date'of Recording: p y k - •r a Lot. �2 � : z ��-:.Book- l � r('� 'Page � �"'� .3 �; q 1L �.,. y 4 • 3 t y. ? jn t } i x Ott Y 1 � ifs ! v �5 � �_ > !. 3 \ t .,.«- r- ; t i. C, L' ..y '' It •�,k a[. 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'- �. .♦ sl�J. +-'`V �l 'i�i,Y1 :. ts:y d'1m1.• j }7' a,y. . t � .'Recorded I,UC�FEE j®00 ' AND WHEN RECORDED MAIL TO: .l �' X43 `' 5 Official 'Records A ` ,:. •County of ~ .1 CO� PIES 4- 3; 00 : t BUTTE COUNTY BUILDING DIVISION ' " ' t c r } 1* ' ti.' , Butt CA1dDACE J. 6RUBBS I . 7 COUNTY CENTER DRIVE -�' ~ < x a I . ) OROVILLE CA 95965 �' , V' f, Coulity, Clerk -Recorder) ' r` l o ' • r* ?' i I * �v: ♦' ri ! % ) Ina" '� •';^ a ri `' ff",� is i' ,, •, , 09-27PA 224eb-2015 I Page, 1 of 2 „((, � y'= ��� �I � s' 0111lIIIIILIiII(IIJIIIo�I i �. ' ;'.r. '1.3 .7 '�` l ° ,,z ;1 F- R '# y,X "c � r * i • �. ' �! ' �-, AGRICULTURAL STATEMENT OF,.ACKNOWLE>]GMENT r' FOR I2ESIDENTIAL''DEVELOPMENT; { "` ,� s t Section 2E, -8.6f the Butte County Code required this.acknowledgment to beyrecorded;pilor to Issuance of a bulldin permit: The property described herein is adjacentsto land or included wrthm anarea zoned for agricultural purpose g !$' and residents of this property -may be subject to inconveniences or discomfort from the use of agricultural chemicals t aA ,. including, liut�noi limited to herbicides, pesticlde$,, and-fertllliers,yand?fromahe•purswt ofagricultuialloperations . .. j.,.-. ', • ,including; but not limited -to cultivation, plowing,` spraying;` pruning; and harvestin which occasionall ' smoke,,noise, and odor. Butte County has'establistied'agricultural purposes -and res d Y gene ate dust; ,ents;within said' tones4and'on adjacent property should be. prepared'to`'acceptfsuch inconvenience or,dise6mfort from normal ;necess farme operations �' r: L 'G F.. ¢ ro �. .} t ,' rf -, . + I - h.,r r =� 1 ' All that real property srtuate in the County of Butte;' State 'o California, described Jas follows: •1' r � ' d e �.� ..- !i , r f , � i t '- � .! � � ! 3}, i p t1 t •. ;jt.a-yj e t � � '� i � � .� ; b. a ti s'i r i'' � s'+ r ��•q a ' -0 �' •i � 1�^t r .y' 1 '3i � .. %y�e ' �as� i -'! I t ' '} � 't �, ., � t.' _ �f s+ l.G �k't t ..# ` ,i' '�`•le f'` f a�•-� 'Date �D! /� '�- e { * 3 1 • + " t' ; 1w ` PROPERTY OWNER b` f } 'r'• E .� !'r .}t w t�� t ' as -1` Kms,. ` ;IA, �. r7 - W {: • - , :.y ,. f '9 _ #'."SC ' f �w� �. k-'7 "`"e- + s.."+: ,.� ,, ,. _74i J �,. r. '• �r.�ltF w Baa"a, i � 'i• 4. ' `S 'i. a s . - !! i. s State of California ` t' i .. `S _ I7 _ t3• ) _ �f A fit 'F� #L �V. ' COunt O �R '4a i / /! � f/!� .it/o�s ���i��/�� �`I si`+k; � y.Y� i. � 4,�'y I:' � ~ � + 1 •'� � <A v 1 _i Personally appeared 110 �!//� i4 T ersonally, I:n.own;o; rrie (or proved to me`on`the basis of satisfactory evidence)7to be the`person(s) _whose name(s) Is/are subscribed` y �. ' 'to the within :instrument and`acknowledgeii to me that he/she/they executed the same'in hislhe /their authorized ?f a P person(s) a(. �Y 1. g` (•� <5 e ) r ca acl Ies , and -that b • his%Ilerhhelr si natures omthe instrument' the persons) or the entity upon behalf of which 'theacted; executed the I nstrument, V. f" 1 WITNESS•my d off c' t' t r x k =`t., "'• ! t , 3: Ha911nd an l se 1. , . ,' { t �'>! t c �■ ds es Signature t� '''� ' '`. RICHARD EIN ., • Seal FEUERST COMM. #1568519 ~ '' -'t#. " , a �r G , r #. ' "- t u+' ►�—' ° d NOTARY PUBLIC CALIFORNIA ° E A:P: BUTTE�COUNTI' ►- �' t I , ";� r s " My Comm. Expires Apriht'3,''2009 s . 41 r .� f. •t •� ti.^, kS. ., t} �•a `3._L��. t i I E G t �si. y ,.. '^ y!a b. y'�'`' y 4 �"� �; 1,•'.5:�.., •- # raS'k 't"i'• +� ra�i^� t �• s•t' 4'• - e ~.a . i- '�'S,`. ,- "i "` �,uYi^� s.a! �� * .a .fi � _../ .. �«�. ♦ � ' ,'�' • .�: : 1 :.� - PARCEL I: LOT 25, AS SHOWN ON THAT CERTAIN MAP ENTITLED,-PARHAM SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF SUITE, STATE OF CALIFORNIA, ON JUNE 7, 1935, IN BOOK 100 OF MAPS, AT PAGE(S) 31, 32, 33, 34 AND 35. CERTIFICATE OF CORRECTIONS RECORDED OCTOBER 24, 1996, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 86-37964 AND PARCH 15, 1991, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 91-09992. PARCEL II; A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER ALL ROADS, AS SHOWN ON THAT CERTAIN MAP ENTITLED,-PARHAM9 SUBDIVISION", WHICH 'MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON ]UNE 7, 1985, IN BOOK 100 OF MAPS, AT PAGE(S) 31, 32, 33, 34 AND 35. CERTIFICATE OF CORRECTIONS RECORDED OCTOBER 24,19a6, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 86-37964 AND MARCH 15, 1991, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 91-09992. Mail Tax Statements To: SAME AS ABOVE EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE SOUNDS OF PARCEL I, DESCRIBED HEREIN. � PARCEL III: ALL THAT REAL PROPERTY SITUATED IN SECTION 23, TOWNSHIP 18 NORTH, RANGE 4 EAST, N.D.B. IIx M, AND BEING A NON-EXCLUSIVE EASEMENT FOR ROADS AND PUBLIC UTILITIES PURPOSES ON, OVER AND UNDER A STRIP OF LAND, 60 FEET IN WIDTH, LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION 23 FROM WHICH THE NORTHWEST CORNER OF SAID SECTION 23, SEARS SOUTH 87 DEG. 43'56" WEST, 30.00 FEET; THENCE SOUTHERLY AND PARALLEL WITH THE WEST LINE OF SECTION 23, SOUTH 01 DEG. 24' 40" EAST, 967.90 FEET; THENCE SOUTH 44 DEG. 40' 28" EAST, 409.87 FEET; THENCE ALONG A TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 125 FEET, A CENTRAL ANGLE OF 37 DEG. 1S' 14" THE ARC LENGTH OF WHICH IS 81.28 FEET; THENCE SOUTH 07 DEG. 25' 14" EAST, 144.20 FEET TO THE SOUTHERLY LINE OF THAT CERTAIN PARCEL CONVEYED TO R. 3. HUNTER DEVELOPMENT'S LTD, BY DEED RECORDED MARCH 9, 1970, IN BOOK 1605, PAGE 104, OFFICIAL RECORDS, AND THE END OF SAID LINE. PARCEL IV: ALL THAT REAL PROPERTY SITUATED IN SECTION 14, TOWNSHIP 18 NORTH, RANGE 4 EAST, M.D.B. & Mf., BUTTE COUNTY, CALIFORNIA, AND BEING MORE PARTICULARLY DESCRIBED AS A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES, ON, OVER AND UNDER THE FOLLOWING DESCRIBED PARCEL: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 14; THENCE EASTERLY ALONG THE SOUTH LINE OF SAID SECTION 14, NORTH 87 DEG. 43' 56" EAST, 60.00 FEET, THENCE LEAVING SAID SOUTH LINE NORTH 01 DEG. 36'04- WEST, 30.00 FEET; THENCE SOUTH 87 DEG. 43'56" WEST 60.00 FEET TO THE WEST LINE OF SAID SECTION 14; THENCE SOUTHERLY ALONG SAID WEST LINE SOUTH 01 DEG. 36' 04" EAST, 30.00 FEET TO THE POINT OF BEGINNING. COPY of Document Recorded s. ' it RECORDING REQUESTED BV. 9 -Apr 2007 { t Has. notbeencompared pith � original: r AND WHEN RECORDED MAIL TO 14�. �:-, :BUTTE. GOUNTY RECORDER } "I c' 'r _ BUTTE COUNTY, BUILDING DIVISION *y i 7 -COUNTY CENTER DRIVE ry a. OROVILLE CA 95965 y to • t `$PACE ABOVE THIS LINE'FOR RECORDER USE ONLY - r Y ` NOTICE OF MANUFACTURED HOME(MOBILEHOME) OR COMMERCIAL -COACH;= INSTALLATION -ON A FOUNDATION SYSTEM Recording ofahis document at therequestofthe local agency indicated is in acco'r`dance with Cahforriia Health and Safety Code' 'A 41 Section 1855.T �This document is evidence that' uch,local'agency has issued a certificate of occupancy fors installation of tire" unit described hereon, upon the real, pr operty.described with certa>nty, below,,as,.of the'date of recording. When recorded, this i �;: t4, document *shall be. indexed by the. county recordef to ttie named owner of the. real property, and shall be deemed , to give a constructive, notice as,to its contents to all. persons the dealing wrth'`the real propel WHEAT, MICHAEL'&'.ANNIESSA', , j BUTTE,COUNTY+BUILDING DIVISION: t REAL PROPERTY OWNEWLESSOR �' .. • l ,► ' .LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY r.14784.CARNEGIE ROAD d 7.COUNTY"CENTER DRIVE " : , 1 MAILING ADDRESS c t' MAILING ADDRESS BUTTE :._ 95954 'OROVILLE ' BUTTE CA. ­95965'.s• '' .MAGALIA .CA: i ' :..` CITY: *. �: `', , - 'COUNTY . STATE t - ZIP ' "� CITY' o" ;xt: COUNTY STATE • ZIP 191 RAIL°BRIDGE RD 06=0110`(53 0)' 5 3 8 7541 �� . #, INSTALLATION MAILING'ADDRESS- DIFFERENT BUILDING PERMIT NO TELEPHONE NUMBER PALERMO BUTTE CAt` 95,968 j ` ; `f 6/28/2006 t REAL+PROPEIt`TY' LEGAL. DESCItIP'TIO1�T:'.d SEE ATTACHED w . _ CITY" tit COUNTY, : ` STATE ZIP-'- � ' VIP'; SIGNATURE F LOCAL"AGENCY OFFICIAL DATE r -< '' t'a - , '.` , {A . 3: ' a'+.�, i� v i s1 �� -. � I � ,SAME:,".'+ •. A. , Y INTEGRITY HOMES UNIT OWNER•(if also property owner, write ` SAME" „',. DEALER NAME (if not a dealer write NONE) Y` . •1 tY � r.T "r5� yd. ✓y .. a�, .. � •; f„ 1` r SAME r ` X1067714-ij' _ .•�' h, J, ,.MAILING ADDRESS ° v � . DEALER LICENSE NO:. '_+•.. -X �;:.� 'i Vit~ ii + a x�'.d, +,... ' SAME . 3 CITYCOUNTY STATE ZIP ,.. t. td r bT1VaTDESCRiBTI®1V. CHAMPION HOMEBUILDERS CO 2006 i. °:. t S7604Bx t I 1 , MANUFACTURER'S NAME -DATE OF MANUFACTURE -"'MODEL NAMEINUMBER �Z� � � tI 7 •M> d- , a �Yt:. > r Y, '1tr� . '� ` i .. �.' 't.... ' i ' e. , 009-016598A/B/C 000-H �� �� 60' X 40;S{ p RAD 144207374/5 : x t > SERIAL NUMBERS)LENGTH<X WIDTH ,tt; INSIGNIA/LABEL NUMBER(S) t REAL+PROPEIt`TY' LEGAL. DESCItIP'TIO1�T:'.d SEE ATTACHED l• ` '. " � � r r -< '' t'a - , '.` , {A . 3: ' a'+.�, i� v i s1 �� -. � I � fJ ,I •. A. , Y I�1iJT�' ASSESSOR'S PARCEL. NUMBER: . 027 320=025 ` >z •1 tY � r.T "r5� yd. ✓y .. a�, .. � •; f„ 1` r _ .•�' � A T 5 ii 1 '4 1 ff 3 'i .$ .�•i T 1 . SAX Yf " N Y• fir' h h}• S T �` �r .3'•t} Y �. w k ti 91 T •}t •1 , ro't.HCD WHTTF. - County Recorder � CANARY-' HCD rPINK -AD licant- GOLDENROD --Building Dept:' p' /20/200C,- .� NO 6�3 15:,09 , f1 LD UALLEY , T I'TLE, OP.OU I,LLE 1895 544 { xF: Flle No : i - `Grant D66d CQatinuedCIA MY r �• h. Dale; 04(0412006 F = . ` { , r i .. • IN SeCnON 231 T®�dNSHIP.18 NORTH; jLAPjGE TALL.THAT �L i k00EkTV SATED WFII�OG A k�Op9.E CLP�S 1 e E>=NT p R ROADS AND ' 'EAST, N.D. , & tb�9.,°/�Nf� 6 FEET M i�rH;uYING Pi1RPOSES ONi OVER AND UMDt`R' A b'fRiP OP LAND, . . taiYLITIES aF THE FOLLOWING gESCRLBED CENTERLINE:" 30 FErT ON EACH SIDE , .. ?. ` �pypsECTION 23`FRom WHICH THE .. Off} THt� NORYH, LIFE OF; .. � ligGINKING AT A POINT -87 DEG.43' HQiaT'HtNRS SOUTH EST CORNER GF.SAID SEGiION. g LINE OF 9EGTION ?.3°f F H THE �IIEST FEET, f THENCE SoUTHERLVIb�Q�® PA43Qdd-EI, �l�T o' 4'�9.6� FEETj`. T1' s DEG. 2W 40'° EAST, S6T.90 FE URYp N UT'HUlESTERLYT; HAYiNrG A RADIUS'OF THENCE ALONG A TANGENT C26 � `\p A'CGNTRAL ANGLE OF. 37 DEG. ib' 14" TMI> ARC;LEAIE SQUTMERI.Y N OF THA - TO TH ` THENCE SOUTH ®7 DEG. 2S' 14". EAS'T�`144 20 FEET _ . - . ,'CERTAIN PARCEL CONVEYED �'O.Ii.GE �6��Frf�f�AL: idEC®ROS AN� �4E E D OF =0' MARCH 9 1�7�, IN 900lC 16®5, PA ,. PARCEL TV: SITODATED IN SEMON 14, TOWNS g8 PLOi3TH, RANGE 4 �. ALL T�PAT �E�,9. P[8I3PERTY AND 13EING t�®RE F'A,6tTFCi8li811E pJlST, M.D.B. P�4., Bti'TT� COUP; CALSEORB; OESCRIEEO AS A NON-EXCLUSIVE EASEMENT FOR R pA A D PUBLIC 6� UTIES PURPOSES; . U_ NDER'THE F®LLOWINO DeSCIU�E® ,ON,_O1lEii AND �_ECZNPEING �iT 3_k9E 5® 9� BRNER ®f. D:SFcn H 14; THENCE EA: tiMRLY.�iI�BNi� u4 �� ®E®. �3' S�" ESD o®.0 FEET.; • ���TEI� a a P$E SOU 6I1 � 0E SAFO SI�CTIOl� e, r! 30e00 FEET; TMENCE SOU has 5.7 , NE NORTH®1 DEG'°t ypE . DSPUP.HLINE ' kr H bESURE �S�6� L ®b®b ; THENCE f� '. L�EAq4VpY _ •; r '.. .` • .. WAY 56o� WESf 60.00, FEET6*.gK6 /c � ®1o�8C6�TOTHE' LiN s®d01 DECO. 36!11040 ,. p WE$ iYI,iN-p 6G�S�A7y St r \'. FAga PE�F.NR ®F EEG&PDNING.. .. ` 21304'Trust, ®Et�d A+ugu54 96, Thsto n9 :. Eul N9. San nl, , ^ rustes 2_1 L nto I, Trust6 ; Iff r . w - •9�"'S - a, `Owls -a�r♦i'�vvvfff,,, � <` Tf COBANK Oil BVti E42227 MYER9 ST k i 90 4202I1Tv° + y' t � "� *`(�F�— OROVILLE CA 95965., ®FZtued^gFrmd ~h 3•- ,-. —* PHLLDEC�ANNGENERALCONTRACTING _ nthiann0Ct� •� , `� �.� e���k ��°' <3 �_. � OroV ll", ' 95986" 534-8382'' `• k � / . /, : 6�{ - • ry � � - �y �3 Mm TaN • u �. 'r1GN- y 'bp'{ R,a,` `, ` ✓ J -,�st :�.: '., J ... k ;PAY T�Q.�THEp���`� `, G, �� .; � � :•. �:: � •� �: $ r - � _ .ORDER OF-�° >f�p-a ���'� � �.� �• �.., P.� � x� �, ,� � `-� _ 3.�., _ , ''�t�tP 5,6� �,• • �..h INAIN f �•.• Atix°+..'�+'�i�d '"�'f RYa`v�n ;Er" ,y+4S'- - �� -..e� 4-i_.0 ,x ,� _+.. _ Y, MO ran - S I I M 17 li . ' y{ '� a-�•t rx x .'t Ey7 �`-Xti. --� _ .;F' . a«. n�0<b4`7:b911'f�*:�b`''2:� b4 20 251:0 2000 200631'` _ '• ti Ddu : 'BUILDING PERMIT NUMBER 06=0110 Address or location of unit 193 RAILBRIDGE RDPALERMO . CA f f 'BUILDING PERMIT NUMBER 06=0110 Address or location of unit 193 RAILBRIDGE RDPALERMO . CA f LegalDescription' of Real Property 027.320-025 w < SEE. ATTACHED .(x)'Mobilehome/Manufactured`Home f {) CornmercialCoach ' .° Has been affixed to the`real •property.above bv�fnstaiNtion `on a foundation system ' pursuant to .Health and Safety' Code Section 18551 ti. Owner's name: WHEAT, MICHAEL,& ANNIESSA`J ; ,.Owner's address 14784 CARNEGIE ROAD MAGALIA GA_: 95954Y. INSIGNIA OR -HUD NUMBER:RAD1442073/4/5 i. ; SERIAL NUMBER OR V I N. r 009-016598A/B/C-000-4 , .MANUFACTURER',S.NAME: CHAMPION HOME BUILDERS C.O' YEAR:'2006: , 1; OFFICIAL APPROVING INSTALLATION.. DATE: PHONE: (530)1538-7541-'- 530) 538-7541``13 13'y, a {fir• ,�„� �� :• � e,d { • N' O T E S + 8't 6e County Department of Development Services_' '- }. 7}t7 County Center Drive,'.Oroville, CA 95965 - • (so6j-538-7601 unwv:buttEcot!nly.netldds, RESIDENTIAL y. MN Permit No. I - ner. P027-320-025 :06-06 ')TWHEAT, ' MICHAEL i Sde Address: 193.RA1L BRIDGE,RD, OROVILLE CONT: PHIL DE CANKN Contractor� { , METAL -BUILDING F Type of Perm,t ' C � - rfF 2, p. . - k y,- -• /�I OFFICECOPY,Y _: . i f:;. ji - Address GAS — 4'4Meter By - Dat V lg ELECTRIC Meter By Da { -Yy SPECIAL CONDITIONS < CHECKED BY SRA ti Q,F OOD CERTIFICATE EQUIRED _. r D RE FI SPRINKL ERS REQUIRED y SPECIAL INSPECTION ITEMS a VERIFY Q USE PERMIT CONDITIONS c` Agri . ❑ SUBSTANDARD HOUSING`LETTER � � J r"' ti".•ay ' ENCROACHMENT PERMIT" ' K —77 'Q REINSPECTIONfEE PAID J y. `:❑ ENV HLTH,CL EARANCE Lvo41 t Y' 5 � - _ R !-DATQOS FINALED: - _ - f,� . J��"� ash �*'�• I - ' P S r . IGNATURE _—...-u,,..,...»� u- ..- ._. ...-_ ....,na., a��.w_ ..�:�"-�-1a.... +,',��•,�5,.. •�c.w 0.= Not OK. :,= Itli`ISCEL<LA EOUS.. (UI�lNUFA:GTU"RED`H0WES DATE I Lj 'PERMANENT• FOUNDATION SOFT -SET ^ DATEw' ^" D E C K S`C O V E R S`C A R P O' R T S `GAR A GES ' 3 �Xo in S ae ?Easements ', , 9 + 1 Igs. Soils-Si-DpthSpacing' CnnctrsSteel �j IGt'•h 1 Zoning'Setbacks-Easements a �' 2 Soils; Special MH Support Sketch 3 Sewer; 1Loctn Test; Fall/C!O-Concrete 3 Decks, Girders/Joists-Dckmg<Brung f t 4,Wtr; Loctn-Test-EaSement.Needed-Regulator Stairs, Guard/Handrails 5 Elec Lo'ctn-Clrncs-'Gr Amp Concrete "i4 Woo Awn Posts -Beams Rftrs6Cnnctrs-Shthg. • 6 Yard Gas; Loctn-Test-Wrap Nat Q. or LPQ r i Frmg-Brcng- ' Inch Sz Ft Lngth ` ' S Alum Awn; Columns-Cnnctns Splice -Decal Ends s . 7.Blckng; Sz-Spacing Marriage Line ' i '+�6" Carports; Wndws-Doors _ �X. ' 8 Gas; MH Test-Demand-l[a]ve-Cnnctr i "} F 7 Electric- ' - 9 Elec MH Cntnty Test Crossovers-Breakers-Clrncs -4- 8 Frmg; Sills-Anch�s-Studs-Rftrs-Trusses ' r 10 Drain; MH Test-,Cnnctr`' + fi„ *'•, ° ' 9 Siding; Nailing -Veneer -Stucco -Lath 1 t' . 11 Wtr & Sewer Connected-C!O to Grade ." ' :., ' R 10 Roof; Shth9 ..oofin 9 , a 12 Gas and Electricity Tagged 14 Ext; Step's -Doors -Landings _ 13.Tie Downs Qa Foundation Q 12 Brac, al Is �' ed W I`-pn ^ 14 Exits 15 Cert `� ' f a 0�0 t 2 t (r 1 of+Occupancy' ' 16 HUD LabellInsignia Numbers Serial Numbers°\a ., 0`� i tt * I 3., POOLS.h 1 Setbacks Easements-.-- _ 1 • +_ ` ; ;_,. r t 2 Soils; CompactionStructure Stability *' t3. Pool Structure: Steel-Cnnctns-Thickness a. Dead Men -Lining 41l Rcptcls/Lang Distance-GFI ry• j' ` 1 I" . , 1 r- _* ' " 5 Elec Pool L6 15 volts GF1' ? r o 6 Elec Enclsrs; Conduit -Entries -Terminals -'Listed k r 7 Elec Bonding; Metalw/S;Crcltng:Egp-Htr ..- �'`8. Elec Grndng; Egpw/5' Crdin, E ,-Pool Ightg° Boxes-Enclsrs=pnibaerdS-16suitnto Main Conduit y,� 9 Health Dept Apprvl 10 P.Imb; Cir Test-Wtr Supply Test z a 1 -11 Lt Niche Fang Alarms 4LEndsr en t 13 Bonding, Diving boardor Slide t Pool Drawing r >a: J: ` r . M1. �1r 1 .6 OK Not OK RESIDENTIAL (Single. & Duple)o DATE UNDERFLOOR DATE PLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-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 Tub & Shwr, 2nd flr - Tub. Acc 6 Stemwalls Garage; Steel-Bfockouts-Wrapped• 58 Gas Pipe; Sz & Anchrs 64 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 tt Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE MECHANICAL 13 Plenums & Ducts; Cirnc-MaterialSupport-Insultn 61 AC Ducts Insultn & Support 14 Girders-Sills-Anchr BoltsJoists-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 & Pltfrm if Furnace in attic DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-flr-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 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 Clmc 72 Elec Trim & Subpnl, Breaker Sts & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Clrnc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking CImc. 30 Ext Doors -One T -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 Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clrnc-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 Area -Glass Prtctn-SkyLts-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 B3 Insultn-Foam-Looked in Attic 3B lnsultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑ Yes ❑ No s`87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-DIrnc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, Plmb 40 Fxtr & Tmsfrmr Cirnc4ns Prtctn 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn 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 Inspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz 9a ❑ CU or DAL 98 Address Posted AC Wire Sz ga ❑ CU or ❑AL 99. Fire Sprinkler 48 Range Circ ga ❑ CU or ❑ AL Oven Circ ya ❑ CU or ❑ AL Insulated Neutral ❑ Yes ❑ No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp CImcs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 1 .:..+.., 1 :. t u r _ � t -a :�.,..�.,:. Grp-'i'?-*+...a-:..-�.. "t .c..• .- � COUNTY OF BUTTE t BUILDING DIVISION . , ..' DEPARTMENT OF DEVELOPMENT. SERVICES 7 County Center Drive - Oroville, CA - (530).538'7641 CORRECTION NOTICE-' A OWNER PERMIT NO..? A routine inspection indicates that the following violations of Butte,County Ordinances exist at:'. the above address and should be corrected. Pleasecall for re -inspection when'correction-ofr work is completed. If you, have any questions perjaining to this matter, br, need additional t explanation, please contact the Building-l'nspector as.,indicated below. ' I Yt^ VVI 41:161,- '4361 1 f' G► - 0,.r?/.7,ss t , ,I g' Date �r U V l7✓- " A a Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834:: ''~ 1 4. 11L X k t' ,r. s a ,f, , - t.,.•� .ria' f w-.�^" '» y. i;t. ;V (.. a.,• , +, .i 4 aj ''„ Str'r r e7 (• a '``rl''�y � �' r r p �' 1 s { + r �,,It. �*� �. "!j t}..i + t �_f, y� .,1 1� r.. ? �-• '� �f�'.n v,�.. to' ,.f' �,. ••t f.. r. �.'h` •''t.+. .. t } • 3 f it + } 1 t�- fev . J. �_y s F �' • e f 4 x.•.•1'1' r f M� � 'y .Y` f �4 a° ti ~ +. +.., •1r t... 4°. Ar r r. .e - 7ry.r . f � ` ii.' n tf -. �� a 7 sd r •.. •k r x� � i s a-A, + •, . FC i y, �, '�' `;k +ir'AP#.s Namel ''4t ",: ved By n+VRecei. 4 +; 5t t" 11 'TimeCJ {l1 f.. VVct Person 8c Phone Number , ��(� ',�-k * iS '} ; •. p J1' .C. `. 'J 't. S y 1 ,a ..y ;/ , •;pURp'OSEf -SUBMITTAL OR REVISION•;.+!'54 r > #. 'x- , OF RE .�� o y Permit Applicatron Data Sheet'Ifem ,!- '' :l� CI�fJ`"*Engineering , • r'� .; `- t<.�' � i , �7 r , r �e ,; � r ,�, � J or �i sAFounc 'toy)YP�nnS:s �eL I M *Plan Revision L ��'G`0( '41 44 •t ,f. a r,'..,,n.r ' { 5 ❑+"'*Requested by Building Inspector's Correction Notrce wlns ; ct_ .,Name , { Plan's Examiner— P1an.Exariiner's Name: 1 E] ,Requested'liy r x F 1 t� ' .� ./"' r...t i t ,..r i�i, r t €,� Y i 'ate r� .r •sti `;. ct �a a- »ry 3 3 1+ '.,, � � ." '. "`i`, r. i r f+ a tp9 V. t, ♦ a k44T •r�1 t� revising a plan ^wluch has already been issued,-submittwo (2) draynngs7eflT. ectirng the rI "oeision r t. r�- for plan ieview •along I.iwith your approved plans.` III f engineering rs involved rn this revision, the r r •• yen i leer''inust put' his, requiraments� on, theses drayh.rigs and iwet stamp £"and sign two sets of ,7 { n ,�+ L a ! t engineered, drawin"gs.,Revised drawings must clearly,show changes'proposed;and locations Y •_ r. , r. hy." + ' :r S. '4. t ¢7, 7` F,��'.�� �..' 4th.- r,'.e � y,.♦ ,i: �.;� $ .� involved. F E , t.i Sri .°PROCwESS AS F,OLLOW,S WHEN APPROVED,C� r f� r, a •. A/1r t. i. t f 3.,+ ♦ r:' �P', t x p Mail to Owner/Contractor at flus address Ail `'Call. •.�� ��:� � y t ` , •, tt ,and hold for •pick' up: ;{ � � ; ;�� r s M raj _-•' Y '"S'• a d* , ri ` i'�: ` ati +� in '` � ',i ,. �' .,i '.. f' t � ,7f 1 3 �, i � `*' e �,y ,{ �'#. � '.r ► i x r � fi ' of i; �`+" r'❑ Deliver with next.inspection;� Tl*' ,,1, 2 �j �. ` ((� , '.� � i '5:; N " Minimum T°revised°plan check fee ,to be collected.'at'timer of submission of revisron, !plan r ee are needed•: o b. examLnerwill determine if additional plan:checking f s 3'Ll"1:-1W +.�a > ,'} ,Si ` l• f +�C {'f it -Arm„+ �� +` .f r+ yam.. S. `Receipt #,. ,`` '(J�; ►x x t x x ky iMy •! f f { �:•-� , i• .'^ 1'I 4. 1t...Z �'.' T� + f •• sr, a p.', Fee not required for revisions requested',by plans exam>ner.prior to issuance of permit i 1.� ,, , f ' : 3 fs. t4 �.. tr{ ' tr` .•fix +i^� ".” �' •'�"'+ cp Additional Fee Amount �' qic , f' _ x. Receipt'#: ' C°iiee O i" Revised Jo4 ..f'y °�' V` t�'T�.y�"'"'�".a�!'`.^�r�'s�"94�'+is1F.�'�..'Lei+Yi•����'Sk�„�.:✓�.�:'t�"%�'`�ui '�"�,� �-��a�vi'tiA^il ':..•°c'tk� rA. .-Y�^�l:. ei'�.x��r�,+.• r':d `P'*r a`'.. Y,u'1B'P•^^Y"�+�'�.#;:^t3'In�;•::e`sti��+f<P06 / 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 `' OC -0/11-3 OWNER: ASSESSOR PARCEL NUMBER 02 -1 -SM -WE Proposed Building Use: ^Reulsd pinm for Permit Technician: + Date: � r 1706 Items required in order to.apply for a permit. All .boxes MUST be checked OR marked NA in order to apply. N 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. iNo faxes! 0 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. / 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. e' 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.) D 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other ffaini s needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. ar itation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable -for avOc` Sit d ❑ Fire Sprinklers............................................................................................hpr. 0 16: Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by... ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ 18. Erosion Control Plan Required........................................................ 19. Fees as shown= tnc tb_e-attacded.Sohedule'of-Fees•Bue-Sheet.:7.<,�c. co ... s.... ❑ 20. City of Chico Plumbing permit........................................................................ �, 2 Site plan and business license approval from the �C�it� of Biggs .......:...................... i , 2 California Department of Forestry, plan approval�'paid. Sent by: l�..c�y% uo - (p Planning approval for (A) Use: (B) Parking` (C) Parcel Check:...?-� ❑ 24. Contact Land Development about Improvements, _ Drainage ....................... 1125. Fire Marshall Review (commercial projects only). Sent by: ...................... I ❑ 26. NPDES Form .............. .................................'..........:............:......... ............ 0 27. Encroachment Permit for driveway from the Public Works Dept .....::......:............. i ❑ 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.......................'.......................?................1..... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement..........................�j...... ❑ 33. Existing violations and/or expired permits........................................................ ❑ 34. Deed Restriction ...................... ......................�.............................................. 0 35. ❑ Legal description, O.M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other. When issued Telephone hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered: ` Plan Check Letter 2. Additional items required ntra�ctor, signer, owner, was advised of the above data by OKph6ne, ❑ mail, ❑ counter, by -TV Date: - c5 ontrC actor, designer, owner, was advised of the abovedata by ❑ phone, ❑ mail, ❑, counter, by Date: t Contractor, designer, owner, 4as,advised of the above d unt to by ❑ phone, �D mail, ❑ cor, by Date - Plans reviewed by: ,.G/, Date: L/ �+� Plans approved by: L t Date: ' Structural reviewed by:---Date-Structural approved by: Date: Note transfer by: Date: 2 ,gL k' i Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27 2RT 'r � iA" I"� P'JoWq..w^•+..•+. e. za.�� ".r `r. .,.. r.. .. -...� �-a ! -,-q,.- _ •: u.. ,f�. �.;` : ..-.kI :'.r il"x y y,�x MI. 1 BUTTE COUNTY SCHOOLS IMPACT,FEE CERTIFICATION FORM (One form per Building) r School District / (�/rrlxf i i . Ehimt lTrirk1vt Building Department No.. . i A.P. Number �Z �2ra-�%�� Jurisdiction: City County Property Owner Property Location/Address Ja Q # t Be 1 A A' Krf . '. Ed.l�T(ilf� PA Subdivision Lot No. ......................................................................................: . Residential Development 0 - Q 0 Sq. Footage2/ q No of Living, Mobile Home Addition "Supplemental to (Group. R) Units Installation Conversion Permit # '(No foundation inspection) ...................... .................... * See- *p1tat S+cW Deed Restricted Sq. Footage Whooftom:. r4Mk (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) 11 ttUUUU �y . Commercial/Industrial Q 0 Sq. Footage New Addition (Including Exterior Roofed Areas) -District Identification. No. rI Ser O �0 (�,Q�.nc�r�School District certifies that. Date (Applicant) (Street Address) (Phone Number) .,(.Street (City) (State) (Zip Code) .has complied with the requirements of Resolution No. by payment of $ 5�49 .7`J e cL .`.representing / 3 square feet. B 2926 $ ULL MITIGATION $ School District Representative, Date • 1. 4 Paid by Check # V/O �L, Remarks: A / 90 - Z-10:1. Nodes: You may protest the Imposition of the fees Identified above by submitting a written protest.to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fees aro paid. Failure to submit a tlmely written protest will prohibit you from.challenging the Imposition of the fees In anycourt action. . If, subsequent to the School District Representative signing this Butte County Schools Impact Fee CertMentlon Foran, the School District Is, notified by the applicable Local Planning Agency that this project Is being reviewed under the CaHfomia EnAroronental Quagty Act,(CEQA), this project may be subject to additional school tees to fully. mitigate its Impect on the school districts sehods. White (school district), Yellow (building department), Pink (applicant), feetonn xis (3w)dm el �, f ,+f r�,r,• } -' "j + Ce, ' '. i` S ��* California DL 'y Forestry and Fire Protection'.` ,,'-.R Butte County{Fire.Depa�i�tment 14« " fir' Y Fire Safe Requirements 1C i t Y' ' , `7 ._* + +`-/ ti�� 1� 1."� Y <<. S`'�7 1}•r F. . }• ,,. � �;� +..;� $� PQI'Illl"3;s5,, � '1 � � 1 � �a .a> c " r� ' Under authonty. of Public Resources, Code Section 4290, the following checked items are requued by, CDFButte 'Cpermit: ounty Fire Department and made part of this"These requirements are',mmimums and may be superseded' r1J�.� Butte County local regulations, which equals or exceeds these standards Butte County. Building Inspectors will'. make coniphance'inspections s 'r ; ' tf,. ; �`k '�` ' ` 11 *f ,•t !' r Via. 1272.00 Maintenance of Defensible Space Measures g t as `' �''" 'Pq . To ensure continued maintenanceof properties in conformance, with these standards and measure&and to assure continued.availability, access; and utilization of the defensible 'spaceprovided for -these standards 'during a wildfire; provisions for annual,niamtenance shall be included in the development plans and/or ., ;shall be,piovided:as a condition of the permit, parcel or map appioval? Pubhe Resources Code 4291 information will be provided { a �{ �i* 1273' 10 Driveways a . &. 1 E tR . " • lxl ..(a) All new driveway construction or an extension of an existing driveway spall comply will Public r Resources Code 4290 roadway requirements., •t ..'� , `,,. {,. }' i •�' ;. _.� 1 •: K. :'"`6 r rr K. ° }' ,y y' •.„ 'K }fie [Xl :: r ° (b) All driveways shall .provide a. minimum 10, foot tta�ic and and unobstructed vertical clearance of 15 ti ; feet along its-entirelength. �', _ r '. J .y' �'ba ^! _r�• r r i�.. '��F''1.�''� 41 a Y , yi: 4 ^�y,' ; �..� ' �•ii Y� }F `'t'�' [X] I .(c) Driveways exceeding^ 150 feet in length, biit, less than 800 feet in length; shall provide a turnout• near the ,; ` l .midpoint of,th'e`dnveway Where the driveway exceeds 800 feet, turnouts�shall be provided no more than,F rD 400 feet apart f J. i x} , t ` y r } [X]9a I ,, A? ^Sa ' .;.. ` q •, �' i .7 ;e t 'F J` e, ti•_ r ..v f ; . :' (d) A to naroundshall be provided to all building sites on driveways over 300 `feet in length, and shall be' [ j , within 50 feetof the biiildmg .3� rs. 1273 02 Roadway Surface .i; �. r y'# : 'a [X], t. The surface shall provide unobstr cted access to �nventional drive vehicles' including sedans and fire—, T - engines. ;Surfaces` should be established in confoiinarice .with local ordinances; and becapable; of supporting' r. a ,40;000. poundload. �4" of class 2 aggregate base shiall be required for all'driveways; turnouts, and ,' 3 1 ' turnaroundS 1 ;• :r+t' ,; - "i SY! t fit`{P ;.,.-" .`�'±,,fa • 4, + +, . - 3 Tr ' J ! i..; _„ i a i r%r ; 4 r 1273.03 Roadway Grades'ls ) Pq The grade for all dnvewa'ys shall not exceed 15 percent Grades above.15%:shall have 4 ° of class 2 '; a �F ''aggregate base and 2" of asphalt concrete No driveways allowed m excess of 20% ,�.` ._•. Q .i.ib> "..y 1273.04�Roadway.Radius s '� '} ` ?' 1y S} t* � t'Y :�* z s F �T R:' ; {. F j q (a) No roadway shall have a horizontalinside radius of curvature of less than 50 feet and additional. surface . .< . • width,of 4 feet shall be'added to curves of 50 l00 feet radius 2 feet to.those from 100-200 feet' ' ' ...(. .r..+.`•' ���'?, r ',i� * �;�s Yom. '� ?� a , '`+. �� E r "tet l• `3 e length,of vertical curves in roadways, exclusive of'gutters, ditches, and drainage strictures ; designed'. to hold' divert water, shall be not less than 100 feet:. ` 273'05 Roadway Tumarounds' la . ' Turnarounds atedead { r [X]' # required on driveways and dead�nd roads as specified in this article. The `mimmum t ' , turning radius for a turnaround,slnall be 40 feet from the center line of- 'the road:` If ahammerhead-T is ,used; E r t ;r �, the top of the `zr, shall be a minimum of 60 feet'in length.` r . �' ,.� i"'�s t r. *{C �' �.: .3 ' ' •f' • l ,}} t _. .1273.06 Roadway.Turnouts �' ` [X] `Turnouts shall be' a minimum of 10 feet wide and 30 feet longwith a niirrimum 25 foot taper on each <end!,, r3�1' f j: i• Y}f 1` `. ' Y # id' r ..� .4 i r�' .q��" Y 1 t A! Ftp 4 t i 4 1� X`°sv 1 } $k IA i y+ '� .Y � .' y � 4y t • 1Y ' y }` fr g3 F ,r - � ert ,.•...r-.: •S. f r:-, r :. ;2 = ��.* #� Y3. i')r of AA, '•"r4 ` t .`r. ( -r, y Revised 02/28/06 x ,1 �. �A� '., ki 1 •,t` jt' i ±{ �, y r , t k < r is _ r t. I V t _ 'F,* •C 'N ; . , { r+a. 1 .t^ r `` '1L �" ♦ ��}} .. h s� " f Fy} * ♦ g ; v � � • � - }:7f� 1 F' i i "� .e � �, i' f ` ,� � l '. !y. r r �Y IF ] Ilk, +.r „ S rw:, i tine r `a:� to b t_ � F� 7. tT, # . �, �r Y;, ��i� �.:•" �� r Y1e '� F ,�.. a;' ,E.. w '� - � + F r 1 , � �a �.+ ? ?. � - `tt' � ~i` ,:+ �•' r �.1'�-��`y. i �y±�Il r►~ ir.r, '�e r t ';'fl FR.�.! t j T 4#,' � ii ¢`�'` �, f Y�f��, 1. � �:: � 'ro. a' ,a � '� y w * y � 9 ',�; �•;a �; � � a �La :;, � �41 t" �sy-z 1 t• .i` , , '; fr �4 4' # ..f i* t J + .� h y.b' '.�K j ♦"'�" -. i.; #i'! •. 1273.07 Roadway Strictures �A ' . , '[X] (a) All driveway;<road, street; and private lane lroaday. sti ccures(Bridges, culverts; and other appurtenant structures which supplement the roadway bed or shoulders")'shall be.constructed o-carryat le'ast•the maximum load and provide the muumum vertical clearance as required by Vehicle, Code, Sections 35550, ' 35750,and 35250 1 • ..T�� i r, - . , rv( i t ri . r "1C • i 7 t r " ' [X] . +.(b) Appropriate sigiiing;" including but not limited to weight or verncal: clearance hmitat<ons, one 4way road ti -or single lane conditions;' shall reflect ttie capability of each bridge "C4 t' r . 1 3 (t F 'i•.40 mz i + [X] ; r , (c) A bridge with onlykone traffic lane may be authorized by, 'We local jurisdiction; However, it shall provide " t- t { V " � ' '�. •r � d � r s + for unobstructed visibility fr6iii' ne end to the other and turnouts at both ends + • s, c i a 44 1Y�., ye. -'1273.11 Gate Entrance. -, �'i ' R ` x ►' #. 1 d+ �' 1t' '� ' j j [x] (a) Gafe entrances, shall be at least two feet wider on both ends then the Width of the traffic lanes) serving .that gate. �` r+. - a �k �i:�� * y '.. y .o . a y a; +1 a r,., 4 { _•, ley t- K i t f df C .' its r i-. • a,.°_•ty Alli i. a.:< a rf X.,•.��•,�.{ ;1, y '? .:�;y,. �'r �. [XI , • (b) gates providing access from a road'to a driveway shall�be located at least 30 feet from:the roadway; t , and shall open to allow a vehicle to stop without obstructing traffic on that road r1:. # *. •} P bfr f� .} r � ` •* 1r ° i'Y r t '_'. �. i a .-+ c } '#i « t3 y r.. �i x,• t� r "� s ". � � '+� � j` n • ;�, *+. [X];- �(c) Where Gone -way road with a srngle:traffic lane provides access to agatedentrance; a'40 foot iurning� r , radius shall be used #, + + { ,,., a.{ •.'� - + . k. -;t ,:;' • 9'� !Z cc ,�„"r.s`t t,4,V r '+ aid ,f +. .�+. , ' 5 1 .1274.08 A , r ddresses`for.Buildings �; t • •�xru. a , ► g f i. • [X], 4 All buildings shall be issued an`address by the local jurisdretion,which conforms_ to that inisdidion's-, •t } ti overall address` stem. Acc6isoiy buildings will not be required to have a separate address,`however,:each r dwelling: unit within a building shall be'separately idenlrfied r z f F t 1+ 1274 09 Size of Letters Numbers and Svmbols for Addressesk r[X] ti Size 'of.letters, numbers and symbols for'addresses shall be a muumum,3 tletter heigh' 13/8" stroke; 'reflectorized, contrasting with the background color'of'die sign.'r r tr�. •.-a, •°. 41`i.ir" ^� _y. •i %.:.'ti't "': l� v< " �,i� f". i ..���^, y er .}.s}• r.. {`•'«.;� ♦` 1274.10 Installation, Location MOM6 of Addre ks x 't r' '� r �'� �' d �`" `at 1 �• ' 1, - t +► [X] (a) All buildings shall have a"permanently posted address; which sballbe placed at each driveway dritrance :and visible from both directions of travel along,the road. m=all cases,,the add ress-sha1L be posted at the v s be of construction and shall be maintained thereafter, and the address shall be'visible and legible from the road on which the address is located }l 1 „ -21 [X] (b) Address signs along one way roads shall be visible fro"m both'the intended direction'of travel and the ' tw Opposite direction �t .t *L ` + • c . i a j + ; r ti 4-• r -.. f S ` y �y. +}4 rr , [X]?r Ac) Where multiple addresses are required at a'single driveway,;they shallbe•nrounted on:a single post' ' r, 'r v � �1` , ,.� - l . • . 3 , " . , •.: �� 3x .. fi,4 � ". .: F7 r s: ;': �� �� ;' { ' :`.ru [X] " • (d) Where a roadway provides access solely`tora single comme tial or industrial business,`the address sign, `A`ry • 4 i shall be placed `at the nearest road intersection providing lac' that site = `' ' ^, t � Sj 1276.01 SetbackforStructureDefer Defen's'ible 't ~� `�' - s b e Suave t • t a .j _ > '•. � + . , � • � t � ' . }` a ' ; •`� (a) All parcels ;Macre and larger `shall provide"a m,niin�p 30 foot setback for buildings' and accessory buildings from all property lines and/or the center of the road f� .a i �*, ,.� !''••.+r `_' i ;,- �,:.,�� '}.• � ; ' �r� �, �, j.. w#., •`4 e,c t fir � .� -.t [ ] Your parcel is larger then.1 acre but your muumum setback for buildings and accessory buildings, is,less r then 30 feet frdhn all property dines and/or the center of the road. You are re rnred fo meet the p. PertS q. ' practical effects requirements.hsted on page three. '•k, a• � � ¢a ' . 'i -�.�'..s ,�.� � � ery ,y' r Y. 1 � w. .�� v. ,t + i• � r' For parcels less than 1 acre, the local lunsdiWon shall provide for.the same practical effect See p; ge c ; three for same. practical effect requirements: t x ; 1 r r »' r r.4 4` '�' y# `: 4 t ,;S r..+.f - - i •�. `,�:.-''yy, + �'� «�r *, tiff .�� ` , x ° " +, `c •• let t t SSS � ....n i � aw r t s 'a .�a ) -� .y� y � j • h '...� �A T C e � � r ° Revised 02/28/06 j 3 x� �F `cnr�� -J2 j-'3' 41 � '► ' u -i t _ = ,R• J itil a '+Fr �+k• .. a"�. F+ t �f: ?. •. j '� �f:.- y f A . + .. r , fi . . y � •. : � r .. ti . � t f '� ,ice, "� � : ,� •{ c i.• �%:.4•e ? ^ S `l :it ". r is f ,f.. 17 f f °* , a + i •1 = {I` 7 1 H i t tr.: f 1,. { • r 3L' :, , � � „` . � : i xc,;• . y L Cl T .•'� +4 v i t a ;t v avr• r ,. 4-;.r . is 1 " � 4 + t�4� •r=f �''1 r.! �. a J + " 'Same Practical Etr'ect for Buildrnks less then 30'fe t from aroaerty line: ' Yti `X] ; + If the Building Setback is less then 30 Feet from all property jines and/or the center of the.road, th6­) r - ; n w following shall, be required `~r, ' } X * '1 • C1a3S A?roo �: �:d+ t i ° fi j `dk - t t'tA 7 rrS p •' t �•_ ,. • j Fully enclosed'eavesron entire structure sFire rated"metal doors oii side toward'property fine with insucie t setback :� a _ �•` ,_` ;_ 4 ` '. t tf r� •� z , •' Siding on entire structure from` the following list b t $ 4 (a) Stucco: -3 coat , '°' +t ..., a' $� . r;r ^ sy a :.'v �k - ^' a .I a.'.. ti R arl �. r 1 [ :r•F' R i. t } 4 /Non combustible Nardi Board, Plank or similar siding r +kr r c "4 .(c). Masonry. r � .2 1?_ t } x • '�.. (d).Metal'. c �i S r d G f f J', r FF:. .,• 'r- e s..•/'_ 4..'�i R F $ +a 'Sr f� 7 (e) Other Butte County Fire Department approved materials' ,aCj .. � "'" � .-, °"r '," ..':. � i• .'�� - �; 1-„ i n ,agi = .i�y '�`.4' r� '•; >.'r"r `'h � e ! � i `r .., 7 •. � ' .q'f.+ `t�, .:3r t„ c u . '� `} ". i .. { ._ � * . S � i r L• _ . r i .. ..4 v c. ' s �t �. a '4f ; r' 1276.02 Disposal of Flammable�Vegetation and Fuels ' [X) Disposal, mcluding`chipping,'burnuig or removal to allandfiu site approved by the localju'nsdiction° 'flammable vegetation and fuels caused by.,, site developin6 and construction, road and driveway x construction; and fuel modification shall be completed prior to completion of road, construction or final ; k inspection o budding '�" + �.. '� �• °',,, 'r -'•t � � r `.. i' S . y � y�"� y r' - �� `++�¢i °' 'R t`s .t• , r t_� -� • •, ,-.y r f i r`• -s ��- -." '`.if t,R �-.� 'iyt '�c+ -r te-� :�w:,Cyt. 7J. Other Regmre'ments- Installation of Residential Fire Sprinklers �; . r If our ro was of a cel lit after Jan 1 199=1 ou are r aired to install residential firei ' # [x] Y P Pem' pa P sP uX , y G ' sprinklers It is your responsibility to inspect the official parcel map to confirm if sprinklers arearequued. t. r r .: '!a` � ' Sri 'rr„ ♦5 � \•fir "F�7F S a a r' f+i� r, ,xr �1. ")' k �JC � �c r : c •^7 r rl' ,T #•' 4::' ->ft } +�4, _ .: .'�. .A ..F ice.^ r,1. ��" J At i � .. s ��r r'.� f sr j � � i t"• a +. *r ° ri r � k _ •,.r -, . h` ''j �� ��r ; .,'i • r tY. t r ..i 1"' MAY:4 200 ` 'rFr , �,.,,; '.,� } 3 r s a ` ' Gam`'' r r4:•` Y< , ��,+� -Dar3ren Read'. s f Date `. 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"•�•� '�' d 7...A �� f �,� � . y � 9 s t � , �: 4 y I'L Sr5j+r ' f 74�' V,��310, r t •• r � � f t a'F .3 ,y. i C s i3 X i►. �r.i C4� . `. i S i tt yt'rrS +1 �� a •�1��i.- r ,t ;�iN'• t: �`�i" �� :? �� �; _ �+ 7 rr 3 >�$ t i � i 't C•-�! r '�"L.� ' � t M y; tit r w 1 r a:. ri j r ' - y#� 1 c *, '�, s r .•r .4�...7Furr' �. 1 �£ y... 1 it ,� ` •+° r '�} L1, �r. r w .,� Y ^s1 �*r, ""el4,, �atf > til 'a� r• r•. t a 4. i •:. r'-� 7 ' _, r ,'r' �' sy'-' eC 2 7 �P r s, S r �r2.• � i - � � ♦ . e r ''Z'- �'4" ' �: .. : ' 4' t;'.. ,��� rr .>• f °r '• [� , rrr •:)3: Y ,� x�� . s _ ''�y"' }�,�� ry 9 .�, • f. a f K ti' � a.•.:"j+ Yt ° r fl.. r 4�' 't r�r '+ � 1 771.. �{ !_ �, 3 +Y � i.• �'+" .,a S ,S ` 2S�'r r.w ,y r • :y �� ' { f., ". w ,! 4•{ St ] 1•{]} t ' Revised 02/28/06 i x <+ 3 1, Y r •:.� f y A. f n a s. '� } . Y, ' r y, �`e.`�i� = s ' a 'S r< •1 e a If ' 4 i k >• y .ar. a ✓ f *� }. K 'S t~. J' •f?+`.. G � ,F"Y' : ; ': t S �. • ti � r.i . d t:} e . 1! f - '� q ! Lr - .. i r � 4 _ '� : i 'Y r 7r 4 L , } , � � � C t t tt r1 , � � ' '�i + ' � t t t, r•�Ir i P ti j' 1 . 1. Y � %'• t ;� f a � � � !, ' � >< 1 � � • , � F , glti +J �., �' f Plot PlanAltadred a � �:+ Plan Attached A f _ '� .Floor Sent to BD/DS; f �,� -1 1 `��'';i�, '�„� 4• d� i E . `•' fe.` Q'"! L P« TO: Suilding Division = Development Servrces"' i/ }, }5' , A- 'a ► .. I A �•J J\ i ,\ FROMEnvironmental Health • MeF , .a .. K .. ,, ... - -. a rR••. i ^V I i' y{ 1 F. • ^ A SUBJECT: Sanitation Clearance, r ! l� q ., ,` �, 1 �'...� • 1 ,. y *Owner, Location.- )ice _, � � -R , -AP# w' { ; �.'1 ( . A�� � • � ; k 17,�' e }i •`r y { ���� '.:. `I r .N'' ' #eV S P � �, 'J ; ',4.J �': � . �i.. "Private •. '. i.\ .. r.Se.a Plan Approved fowae Disposal, Water'Sup S Public Wel ' 4%,#' Clearance for' dwelling. �OtherA • ' Hold'final°for.. ,,� , :• ..�,T F � , • ;� F_ ,� f=inal clearance :0 K.: for J. ' " 'NOTE ��'` �.�� � � -; ° x .;,. rs'�'' � �. ��'• -''r •l. -��` � ,i;'t, • r r En ronmental Health Specialis., - �'.� �� ; ` JDafe, �` Building Clearance 9%2005 r" ;' r ` * , l f4 •+ + ! :. r ,.<-, l ... s- ... -... l Si 1��. ,r ..- k __.. -,. Z. ltK. i s:�tt•'1�.,! .. xl. _ _, .. J,.i�:r .. .. _. .. � V .. } r - .. N��e�St yONK_ sNm1R Ei 77i ',n', ?� .) ,1. 'Y);•�•: J,: A 5p V.... `\ x .:Opt Window Inswing7,77 , 'Master Bdrm , +, 18 P � a t tD7I i 'EXTERIOR 0 t Des y,, Pa^w Cement Boar d, Stdtng Ougnal'Glamour Bath; - �° j a�a3/1 Z.Sh�r led s..'DiR Wal -1 ,amin a o r9 .ry Clo$ 1 .. ,3 z F --=-- _ Room e . ANNE Bdr ,w s, FS '' a 20#� � ma=r= �:� .y 2x4a=xteno' ads an , ;Z e ; Viri I D dK. uJiJ4 1 V chow; R t•; _ ,:.� - - '11: t!, to=;o•. y,`'% F,•`. Steele -•L� - _ P a y !`a .,,-':` ,..' ,..p..GI£Le$t �ortnac - L Y: •i.. .��� -Yf m .. 1 Optional: Den r Qa - {., s• •-t :._. :. ,-aO �0 a, B rirr o UtSWIng RP,f' i • yReplades Bedroom Rd ,. - - '- - - -y 10'-g �, _ , s � � Hin ed Exp' ��,w� � : ,9 � �";� _� ,\l Living Room/; "YY 1. V. : r' v'1✓ ,ak9 a JI o INT4n ter. t. E�RIOR �k � k-{ ark,- ra� �+ cf aulted Cathed i n L S � Model #S17604B 582' wyy. N • 5 _ - , `. .:) �• ' 2',293,,Sguare�Feet Foch not inclu 2 Ocan a Beet T ( ded) m g,_e 3 1 S+- pe_ , o't: wi , ... a�, Oran a Peel Te �': _. i?. ,, ndow ..... ,. , 40'x60 x60 /52 7© 3- Met Y V✓fH N al Mint Biu dsw O 'er WIH , y. �•. rrY'.,a;,Z-,'•,-,aj•L, r Va,larices Per[��[�)(����, Pty •D.' - _ ,r. ,, s. .c;�:ttVi rx i"3' .-s. H c5 ij -- {.:-..' �f �7' G-fo._�� Rebonda,Ca g -rpelad xf- f h Bdrrri Ea"mi Room',,x '.r� , ;.—'' I�4_ Morning Room ; .ts n a ff - tiara: urEx`,ectattortsCa p .,}� a 12 1 p - ;.Y.. ry N P.12 LinoPeuifir -.5 s_ s TatKrtchert, ! { F,.. '. ' f, • ?' 1.•:' . F - rt --K' -!"%'. T jjG?:tcF+'1C4j wi !. WhtteAnteno y Opt..Glamo wl1 I museAl dg, ig r,.. n es r l s : ; a '♦ i :.t r, x c : tis ':ca;-;. } .,r.;f � _ - _ -•.. _ S '!.is :Y - -a s, s _ t ,y `�-'A/ `, ,,fir- :., -. .�„ Walk -In -- - - . s- . — F _.•' :' k _ v V Y : e A.Shelvin Q �r••v.31. _ av : fy< r f, tit J a' Dmlri Room g. in f# "ed Hoiiowcof# (dc ...- .r . „ o m _kel'Met.. - e e..d• . _ alt Interior D, .."W;.. 16 8 - S •*' } edroorn CetltngCights = `` Butte County Building Division MANUFACTURED HOME SUPPORT DATA Owner's name: Nj6QQ_(l- Home Manufacturer: "& Model Number/ Name: Width: (ft.) Length: FOOTINGS: Wood - pressure t SUPPORTS: Concrete block [,� A.P.# QZZ -;3:?t9- 02,x. Manufacture Year: Ob V /3 6T _Z__ 0 her:[ Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. Pier Footing Sizes and Locations 4Z&& 42� SINGLE WIDE \ MULTI -WIDE Line1 ��------------------------------------------- `-------------- Line 1 Line 2 �� SectionT . Line 2 Line1------------------------------------------------------------�'`� Line 3 Section 2 Line 2 ------------------------------------------------------------ A"� Line 4 (triple wide only) ------------------------------------------------------------- Section 3 Line 2 Line 1 Piers: Snow Load: o psf Minimum size piers: [' ] X [ ;] Snow Load req remen s may be obtained at Spacing maximum: _ http://www.upstate-ca.com/butte/butte_county/ From ends maximum: Insert AP #, view snow load in lower right corner. Line 2 Piers: Line 1' Openings: Minimum size piers: [ z ] X [ ] Minimum size pier: [ f /][ Spacing maximum: m Required at each sides over From ends maximum: 1 2 ' o 77 ' 0 `' 11 wi Line 3 Roof Loads: Minimum size piers: ti2)tzy 0-x74 'tax 3a 12-x3a Location (from fro4t): ' 9 a O ti e 'o "2- Minimum size piers: Location (continued): Line 4 Roof Loads: Minimum size piers: 12 x2 y 12 x z q V9. 3,v p2 yc 3 a Location (from.i): t Z Minimum size piers: BUTTE COUNTY Location (continued): BUILDING DMSIOh APPROVED Vector Dynamics "Foundation System" by TIE DOWN ENGINEERING, Inc. Installation Instructions for the State of California, Wind Zone 1, 15 PSF Wind, Seismic Zone 4 Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. General The Vector Dynamics Foundation System resists lateral & longitudinal wind loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes: • These plans and specifications meet the requirements of Title 25 section 133$ and $ u5, requirements. • Maximum eave width (roof overhang of sidewall) of 12" for Zone I. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. BUTT COUNT APPS )VEU_ Engineer Approval State Approval YAI�f[TFAcroRED n�ar�a�,s Hates FOUNDATION SYSTEM =AL=AND lAFETY CODB. xwnm ism APPROVED BUM= TO CORR1rION5 NOI APPROVAL DOES NOT AU7Hoam oR APPROVE ANT OMMONS OR DEVIA7I0N FROM REQUUU M8MT8 OF APPI SCAM - BrATE LAWS AND REGULATION! stw orCNit•nb DWWftW 4tHWdnS rd CoM=1 ft DWd*wd /�4 AMWM Or C AND BrAIQfUM GENERAL INSTALLATION INSTRUCTIONS Site Preparation It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. Footings and Frost Lines The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete to comply with local requirements for footer depth. Foundation/Footing Specification for Vector Pads Vector Pads are used in place of conventional foundation pads. One Vector pad provides 2 sq. ft. on single block and 3 sq ft. double block pads of bearing support. Vector Systems should be spaced as symmetrically as possible within 10' of end of home. For pier locations in between the Vector Systems, use the normal foundation pads. Maximum Pier Height Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of.concrete or metal pier) not to exceed 36 inches under one or both main rail(s). Multi -section homes limited to 50 inches. Unequal Pier Heights Multi -section homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26". Vector Dynamics Foundation Systems Component Parts List ®*ft gull Vector Foundation Systems for the State of California Page 2 Vector System Part # 59018 Single piece pads with straps and slotted bolts Vector/LSD Kit Part # 59013K for single block pads lk�o 11 /28/200 .•J it • F a®®®°e ��s 8sv�mgg®® ®®aalamoia®®®®ea®®?" u . <,r 3 MOM 1 © laa dmumt0ta® mmmmwR. In(dm mmla��a lamc��mllaam m®® to ® ®muv et 1'a(• ®®m�0 ®� 13®®® �c9°® aa� t9�tlI5�HIS ma RHlamammMIND �aatmlemm©®. ®ram®�aale�ram °e�nm. �aaaa�o�®��� �Ywmmm®��®m mm.670.0ma I®mr�®m�®®®®a • ®®®®®®®® _ate_®n 1� ®®o12113®m ®®°mmm A m®Ia®a®m®°m®e6°°e�1aa�®Ga®�re®.a �-mr�®H�®u apao D 9®- H®®®®mm® Im7am®mtJ®m9'®PmF7®®�ma3m�s®Daam®mm0�E1®c7EiH�©a- as e mBBmBOBID®� 7AOmHmmBBB �.Jm®Q®m®9 maiELmm®mm®EaID®mm®06iHEA 90m®mmdam®B ®mmmme®m®®cvmo em®mmml3a I aee®Qmmaam®®mmmas®®a vaamm®®maao mmL1 110®mE9HB ma 0 I�p®a➢® ©mmm mm0 8f3?®Q99m 9®mm®DQ: ®pI® Qmm m®mmis 117CQf>aHl h ®P 1®®m7mH67seaa®I DION 11 m� 6a®OBmINN m0 A® ®E3a r.� I®a® Rp IB® mBffi9EQLC�t S mmO® mmm H ® p • •" i ®e3aamaea� m�8 _ i�mm IL���am 330 a��®®m "y�a�aammemaao®®m�H to8®® al 010 - '�9©®61mOm®m®mm ®mHH®1 _rry i - 1 C• 1 li®.19 ®� 1 • ,r►� I 0® eve IH6®®ml I®0r:.'h/am , me11/ml ®USE J9/•'' ti3 -SO �. �vamd®mNE �e� • s • - OEM ®®�®®®HD®I �a®srrt®�s�®®®9® • ' • • . . • • e uUmmm0®mmmal m11affl=0 Milo A®e®®0 r ®mfumin dam»®®17919-®m "-='Opt._G ig Lights rdr twit �• • Htr Sa ig Lights rdr Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION" BUILDING" PLANNING MEMORANDUM DATE: May 16, 2006 TO:Building PermitMFlles'~~#f0060600 ands#0 110`3: FROM: Steve Troester, Associate Planner Department of Development Services SUBJECT: Lot #25 of the "Parham" Subdivision Map, recorded June 7, .1985 as Subdivision #351, Serial Number 85-16942, Book 100, Pages 31=32 .(see Exhibit A here attached). APN: 027=320-026' Mr. Phil •Decann, representative of the owner of the above referenced parcel has requested (see attached letter of May 9, 2006, EXHIBIT B) a determination of compliance with a 50' from-center-of-swale Leach Field Free and Building Setback Area indicated by cross -hatching on the subdivision map. Steve Troester, Associate Planner made a field inspection of the site and inspected the drainage swale in question. depicted on the above referenced map. Mr. Troester determined that the drainage swale (cross -hatched on.the map) was inaccurately depicted on the recorded map. The recorded map shows a uniformly rectilinear area running generally northeast to southwest, beginning on Lot #26 and draining southwest to Railbridge Road. The attached site plan provided .by the applicant (EXHIBIT C) most accurately depicts the swale in its true location, veering to the east midway across the lot. This was evidenced by undisturbed hilly topography and' native vegetation and `trees present on the Railbridge Road end of the area depicted on the map as drainage "swale" setback area. It is the Planner's determination that the map provided by the applicant accurately depicts the location and topography. of thedrainage swale. It is the planner's determination that Building Permit #06-0110 (new single-family mobile home) and #06-0600 (metal storage building) will substantially comply with the conditions of the. above referenced subdivision map if 'a 50' from -center -of swale leach Field Free and Building Setback Area is maintained as depicted on the attached approved plot plan. Attached as EXHIBIT D are diagrammatic photos indicating the setback areas, providing additional reference for the purpose of on-site setbacks .verification and inspection. Minor Administrative Amendment to Lot #25 of the "Parham". Subdivision Map 0 14 QAW a �W. 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NC -R Qgo i Vwoo2t 1�w•4�;Wo V J h5k r �JCQ l k, i`Qyoati� 3Wy.W o XtK Q > V b oV� d to Va iac '`- t`,yy��bwQ y w �� !t b34b Z O `�k �' �w y <b b°�W 2 ♦ i6�+y�" Zvi°.:4Vayty'`� a 5 i �4-•�� . appah Ob�O'bi • . � � Ww ��o�. �4bc4 V "a � �° ���� oW�OQ �' C yp 3 i>ati3r1R�5 o 0 �oawhJ:° • o o m eo a$� mtici� 3 `� � ae...`..R yE a$�a �@m�IC. 3 = - Wl Im o/P,v May 9, 2006 65 Cynthiann Ct. Oroville, CA 95966 Phone: (530) 589-5585 Fax: (530) 534-7666 Cont. tic. #670920 To: Butte County Planning Dept. Re: AP#027-320-025 193 Railbridge, Oroville,CA To Whom. It May Concern: We need to request a minor administration change correction to the 1988 Parham subdi- vision showing a no build or septic area,to show the actual drainage area. Sincerely, P DECANN 501 No Build. Zone, 9 fr�- ANOMIYAr9XV141151 -Ut A Rnat king ryvr-tn i, Railbridge P)alp-rmn 15-1 MF �aq � , nJ 1 4�Y� �� °� .� ..r�=+?1/ rn+. o•ti f�.a � ��''x'' � _ - .. � `� n'- ;._ �•-� '''' IV •`r. •�.`a ' „9 F ','' t' tl,�' �i, - a � `i ,+. _ r "�I e � kyr. a F. � « ^�}; ..L�p -. J� �J,• i. '� � s tl��il -r•y �a _ p' � •� 80 `� •.�.� _ � t� Yih '��r �. � � ~ �n O x ;' rr e . i<. Y�3 t ` w aA. ` F� unt o t ) ?�'•� 6' * ��y e�La i .::i. ? r+C4 a. r �':��,+ryY � �'}. w! r..• .� �r -� 2d �+� �+/ �•�y J¢9 1+,.K ': � x f"•. �� � F •d" ti k !_ •:{S' " . r �•F�.:,' 'ie� ��` T 5 � -k � f. � �i �+� � . v"� `ar^i. r ..tv s:, { .. aye`' .��- ti^ `a �;`� .i�•'^r.`'�s�a 'a"" •,fit qJ. y"r� •;i 50' No Build. Zone yn 'N- ` R r.. +j. . is � . r. � � `� • , x .: �;,'' �� Tom``=" '' "� �'` ?� ° �,'�"��iw�'° -{ ��.1 t "yam.',-:, ''i V a+x n �- �" i.�j�''s°'��x e•�"^Fi '.._� .tea 0.:.a,.�r,�.1 p�k`. .'h,,� s� �, k - D � .r.,,. M '+C _ a.. •�L� 'nya` � ��.c...,,r �yy`�J.''F���y,� ,�'„•Ts�"v, � "y .tis - ^<� C Y,. �� w � a r . `Lrm '"'? +•y` fir• •tia'-y..�,,, r".aj.,� - .,^..'' - ' `3 � , � �„ X5.4=cr�' a ,.ti. i �'`" .♦.. .C.y '; �^�!u .� >C�+•��.9 tiCf� - �~ APN. 027-320-025 View facing Southeast' Lot 5, Railbridge y y �'° a°ems 4{� a a y o •an ' ti:� • � � �y�w.;' ;.,. ,� .e � A w � tea'° .+ ' �r� A � p,� Road, Palermo (5-10-06)f_ .wI_ a. .. Xh. �. .-.ice_ ...____.. i �_ ... iL-�1�ul'._ti..-� _.. cay� .-A+. �i•.-. ��� r.� �. �_ _ Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive. Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785. Facsimile ADMINISTRATION * BUILDING * PLANNING MEMORANDUM DATE: May 16, 2006 TO: Building. Permit Filess # 006-0600 and 406,411.10_ FROM: Steve Troester, Associate Planner Department of Development Services SUBJECT: Lot #25 of the "Parham" Subdivision Map,.recorded June 7, 1985 as Subdivision #351, Serial Number 85-16942, Book 100, Pages 31-32 (see Exhibit here attached)7APN 027 320=025: Mr. Phil Decann, representative of the owner of the above referenced parcel has requested (see attached letter of May 9, 2006, EXHIBIT B) a, determination of compliance with a 50'. from-center-of-swale Leach Field Free and Building Setback Area indicated by cross -hatching on the subdivision map. Steve Troester, Associate Planner made a field inspection of the site and inspected the drainage swale in question depicted on the above .referenced map. Mr. Troester determined that the drainage swale (cross -hatched on the map) was inaccurately depicted on the recorded map. The recorded , map shows a uniformly rectilinear area running generally northeast to southwest, beginning on Lot #26. and draining southwest to Railbridge Road. The attached site plan provided by the applicant (EXHIBIT C) most accurately depicts the swale in its true location, veering to the east midway across the lot. This was evidenced by undisturbed hilly topography and native vegetation and trees present on the Railbridge Road end of the area depicted on the map as drainage "swale", setback area.. It is the Planner's determination that the map provided by the applicant accurately depicts the location and topography of the drainage swale. It is the planner's determination that Building Permit #06=0110 (new single-family mobile home) and #06-0600 (metal storage building) will substantially comply with the Conditions of the above referenced subdivision map if a 50' from -center -of swale leach Field Free and Building Setback Area is maintained as depicted on the attached approved plot plan. Attached as EXHIBIT D are diagrammatic photos indicating the setback areas, providing additional' reference for the purpose of on-site setbacks verification and inspection. Minor Administrative Amendmentto. Lot #25 of the "Parham". Subdivision Map OWNER S CfRT/F/CdTE WE frAOPAC/F/c /KYHT.Ms 7r /AK AIOWNf.W OF rMsr CEKrA/N LANG AS SHOWN AV -PAKMAM $UED/V/✓/ON'iLJp OROY/LLE T/rLE COMPANY A9 MCIIME ONOER OEEO OF TRUJT OATEO ✓//LY /I //SS ANO .PECOAOEO OAP7. O //� /N BOOK SBL9 OFF/C/AL ate Os PWf�SE 99 ANO OfOY/LLE T/rLE CQs�PgNY A9 TRC STEE 4NOCR 7NAT CCRTA/N OCEO OF TAOJr Amw ✓619Y Lr. /ves, AMO REGOROEO "'Tor B. M19S /N BOAY LBB! 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W/r&~ MY NANO ANO OF!/GAC JCAL r z4,1g8a o MY COMM/1✓/ON EX.oyRN J/@NATURE v AP/NTEO NAME / ,Un7 aDW�q SURVEYOR'S CERT/F/CATE) yy MEREBY CERT/FY THAT /AM A L/CENSEO CANO JOAVEWL OF THE NATE OF CAZl rWV/A, TNA i/( MAP OF AARNAM JVBO/V/J/ON'C04RECTGY RFP SORYEY MAGE ONOER Mr sOPERYiS/AV /N ✓ T /r /T TAVE AND COMP rE AP 5N W 4N0 SAWWN TNEREOV EY/ST Ave qgf OF' THE CA ER / 0PY THE POJ/T/ONS /NOM.ITEO AN A UW4W 7b ENgBLE THE SC gYEY TO' BE RET O v v r /CHAR A?T CS OLOY COLIA17Y SURVEYOR'S CERT/F/CATf / ME.PEOY CERTIFY nor / N.OYE EXAM/NEO 7NE F/NAC MAP •PARNgM 9UB0/yt9/ON'• THAT /T /S 11,4'9 ANT/ALLY THE JAMS AS APPEA,714 ON THE �ENTAT/YE MAP ON FRE, AND qNY APPROVED gGTERRT/ONS THEREOF THAT ALL M-" - PAOV/S/ONf OF THE S'UBO/✓/1/ON MAP ACT OF THE STATE OF M, .w qA/O ANY LOCAC OAO/MANCE ADPL/CABG E AT THE T/ME OF gPPRO✓gL a, X,91,0 7ENTg7/✓E MAP NA✓E BEEN COMPC/EO WE, /TN ANO / AM JAT/JF/EO THAT TME MAP d9 TECMN/CALLY COR/�ECT. - GI.D V•1L/A' l C F ^�R &AP 95 NOTES CO NTY JOAYEYOR �/ NnTL'S APFCC7NGlPAR MA M ]UONVIJION AR6 ON JN raz. . 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THE FACLNEN rJ O//FRXO FQ4 LYOIC aW KJALON A f NRr ACCgPrAO Ar 7N/J nA4Z ART/N'd N/CNCYS CC ERMnA`r��NNE QgARO OFJY/PEgY/JOBS OCPOrY •. ,41101TOR'S CERTIFICATE I ✓AMEJ L. ✓ONANJEN 1110/TOR OF THE COI/NT o.1 BUTTE, STAT�OF CAL/FORMA- OO ,VEREBY CERT/FY TNAr THERE AqE NO TAY LENS AGA/NST 'PARHAM SOBOI✓/P/ON%! HERE/N fEr FORTH AP c% 41WIP STATE COUNTY MOA/iC/P,OL OR COCAL T4YES, EYCE,dr TAXES OR PPE-vwt ASSESSMENP? NOr YET PAYABLE. TAYES OR .g55E59MENT4 WN/CN ARE4 L/EN BN NOT YET fNrMie. / EST/M9TE TO BE /N Mf AMOC/NT OFOEPOS/T OF WN/CN /S HEREBY ACKN0W1 AMeA ✓AMCS Co[✓loyrow N /..N//TY ALU�O/TOR SY•• /2Pw.A�iSr*� zwPUT COUNTY RECOR/IEln CER7/F/C,4TE RCCOROEO /N TNe OFF/CC OF rNA gCKVJOEA OF TNC COL/NTr OF 80rTE YMAr OF CAL/FORN/A qJ THE REpGEST OF BARNNART-BROWN ANO ASSOCIATE/ T//VV/S2LC OAyy OF SIJ N 6 ro,os Ar o0 / UT 9 g'OfLOCK12•rj /N BOOMLO�OFMAPf AT pgBEf 5080/Y/S/ON N! 3 5 / �j f-mmeyN�! R !S- FL EgNOg M 49MAICP COVAIrY RgCCOROE? / 9Y� Lt l / PARHAM SUBDIVISION' A PORTION OF SECT/O/V Z3, 7718 Al, ?4E, M.D.M., /N T/lE UN/A/CO/?,R71?4;rED A?EA OF BUTTE COUNTY, CAL/FO/lA//,4 LOCArM M4P LEC7EN0 • ser f p' REBAA, Gf4102 I XFOUNO RBBA.4 [.94207 23,24 I Lo'R/w FYiE 400MON41 RrWO _ 7O HACC/A/7ASN AL.tF+ M4/N7FNANYf AGCE6>•1fNrL LJFT, U•7 S UL; UI Lt I _`t I U! v ¢ .g ,[.,,_2 d0 O Ooc. uNQR/eea.97' D " X / �P� 11P LOT 8/ bo ,o/W�xaru i fNEET Y) r7fra.v. /sem I 18 I j lzi1 30 So e.ee 4C: d Sq //gv'M1lp / / � / • � ' gay %p L�(��� LOT 26 4996 //y IP /�'Y \ s..g7At. i'�% % % // �• C Ee OOT �./ \\;As nveETES //%• /�� / / / .4e. AG. S � %•%% � // / / %•'tea �. �"��� i�/// /) ALL 6d R/W RCCf9 fMOWN NLS4EOA1 /4Y NOµBXCL49/✓F /NreL/C � / /' i ! l //i'•� \ % O"X"eNTr 0 BE CAMWF0 /OtlrrF ANO ARE NERFOY oFFCRFO A77R ACD/CRT/OW 7D eUTT6 BOUNTY. t� / gyro- \QqC rJ 7wB Ag000 W/7N/N TN/f fveuY/1/4w WERO' NOr scWerpri 777 C10A/PO[Y W/TM r Af.-0f 96 AGCEPlEO BY ?WF C01CN?Y fT11P MA/NT.WCVAM('E, /' •� i% i/ . , /i � ,i TMB r w oevef OF [r9EAeLE fEWAOE 0/lPO1AL AREA a rNcwv AAWMNBO ONE.KN /r/ACEL �2.A: KrA.QJ ,!'/! �%f, I) Ab WATEq WELLf >n eE LOCA 0 W/TM/N IM'OF MR HEAMR .eA SIS OF fjEA/I/NS+•� I i / � 1/'' / / i • � // AREA C1✓ PAAI"ECS /9, 7t7 90 /, 7716 94919 dF 9BAR/M99 FOR TN/f re"er 9) IjAreZEO AREAE ARP LEACH s/FLO FpEE s ro4or AREAS /e 771E w"r L/NE of 9 /OA/IS TAAEN A! % C ov '01N SETB4CA, AREAS. - Aev^m'A7%v Af PER R . / / J i = L) /776 O.A. 231 - 743EMEWYj RcFecr YM/3 PAOPEAtTY, 6.r ACT LOCATION /3 NOT OafSCRINMID IN OEEp. q1l IT�wP_Z JAAT675 75ar Hart 7/vn)n & Qaaociatee : • f - 7A. v rm a.wh eA nfw nNN.nn CIVIL ENOINFERS • LAND SURVEYORS 9 • 4 - 94 63.069' LOT m 6.00 At: (2A.. UxaA.) / r //7in_ :? m, May 9, 2006 65 Cynthiann Ct. Orovil.le, CA 95966 Phone: (530) 589-5595 L Fax: (530) 534-76661 Cont. Lic. #670920 To: Butte County Planning Dept. Re: A -P#027-320-025 193 Railbridge, Orioville,CA To Whom It May Concern: We need to request. a minor administration change correction to the 1988 Parham subdi- vision showing a no build or septic area to show the- actual drainage area. Sincerely, P ffECANN Zone ew 14_ 17 APN: 027-320-025 View facin North L 4, Lot #25, Railbridg'e Road, Palermo (5-10-06) 'YO 77 71 Jf, AP%1-_ T27-32TA View facing Southeast Lot #25, Railbridge .......... Road, Palermo (5-10-06) fivop�, F 5'No 0 B UNA Zone AP%1-_ T27-32TA View facing Southeast Lot #25, Railbridge .......... Road, Palermo (5-10-06) fivop�, F BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060112 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: 02/23/2006 APN: 027-320-025-000 the Business and Professions Code, and my license is in full force and effect. G License Class 4-:9 License Nu er: Site Address: 193 RAILBRIDGE RD PAL Date:;& Contractor. Map Index: 288 DECK Description:( ) 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: WHEAT, MICHAEL AND ANNIESSA 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 14784 CARNEGIE ROAD 7000) of Division 3 of the Business and Professions Code) or that he or MAGALIA, CA she is exempt therefrom and the basis for the alleged exemption. Any 95954 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, acid 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: DE CANN, PHIL such work himself or herself or through his or her own employees, DORM LORD provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 169 BARDOLINO LANE year of completion, the owner -builder will have the burden of OROVILLE, CA 95966 proving that he or she did not build or improve for the purpose of sale.). (530) 534-7670 ❑ 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: DE CANN, PHIL pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code 169 BARDOLINO LANE OROVILLE, CA 95966 Date: Owner: (530) 534-7670 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 670920 I 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: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 288 S.F. Policy#: 00 YL2-- ` ® ❑ 1 certify that in the performance of the work for which this permit.is Valuation: $2,880.00 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 forthwith comply with those provisions. Date: '® Applicant: WARNING: Failure to secure work r, compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. 1 f , (? 1 CONSTRUCTION LENDING AGENCY This permit is hereby i§§sued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the of the work for which this is issued (Sec 3097 Civ.) Resolutions to o r lindicat above for which fees have been paid. performance permit B Date: Name: y' Address: PERMIT EXPIRES ON: (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 Butte County to enter upon the above mentioned property for inspection purpos ��/���o Print Name: Signature: � Date: ❑ Owner ❑ Contractor ❑ Agent for Owner nt for Contractor r B. C. Building Permit 01-16-04 pg 1 a 9 DEPARTMENT OF BUILDING PERMIT APPLICA1` ON AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 o CHICO: (.;:t:'' '•:. OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF'fiPPLI� r:c." "PLEASE PRINT CLEAP�:Y'­;- OWNER Last Name Name irst N e Address City y State 0 Zip 9�2 g0 Phone -- Fax .r a 9 DEPARTMENT OF BUILDING PERMIT APPLICA1` ON AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 o CHICO: (.;:t:'' '•:. OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF'fiPPLI� r:c." "PLEASE PRINT CLEAP�:Y'­;- APPLICANT NAME OWNER Last Name Name irst N e Address City City State 0 Zip 9�2 g0 Phone -- Fax .r E-mail ,. APPLICANT NAME ARCHITECT/ENGINEER CONTRACTOR Name pj4 1 L Zip 95966 City 6aVj= k7 Address Phone city Oroville E-mail StateTCATZP 7 959f; Phone �, ' Fax ,t�-, . E-mail Uc, # Cla B APPLICANT NAME ARCHITECT/ENGINEER Name City Oroville Address Zip 95966 City State Zip Phone Fax E-mail State Ucense Number APPLICANT NAME Name j '— C % i4 r Addres� �-- 0,Jl>'' City Oroville state CA Zip 95966 Phone m—� Fax E-mail APPLICANT SIGNATURE X For office use only: Eornng Flood Zone SRAes No Occ. Type Const 14 l Subdivision Name Map Book Page Lot # PlannerS�zLt Date Approved: "L —/ DG OV F BMITTAL REQUIREMENTS K:\ RMS ILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 �rtyf,�dd Crows Street Policy Number Carrier - " If hiring anyone oilier rhan ilcsri.s;, r:cr+r:racr e.r ;i compensation must bo shown ;:t tl,o tjrr•,,, Description or Scr. ;o 6WDkgaOC 4hav_ Sq. Footage _ In Bui t without re:rrri[,:; ❑ Proposed ChangE of Occupzruf; (Note previous use): rArilwAI1UN VNP.k'PL).C..:a3„J'f Applications for which a pen-aii; Year after the date of applicsciotc. application after expiration, u aW-:x; >:;.:;; ;,;,:. ,.. . required. _ REQUEST FOR REFU,4:_T! Refunds can only bc: Siadr: joy,,,, paid the fee. TCe request rntut 'r,c::.:-.ria permit and no consuuctior: check fees for work pian checkti; refundable. Received by:/ Receipt #: S! f COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 D PERMIT APPLICATION DATA SHEET 1�Q OWNER: �/i � G( l l 1 I G� II/1'P�� ASSESSOR PARCEL NUMBER /, 2_ S Proposed Building Use: II%Gy Le/° /2 x 2 Permit Technician: J t("' Date: - Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. i 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 ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form 11�- 12. Acknowledgement of building permit application without required clearances. . ❑ 13. Other M s needed to issue the permit. (May require additional plan review upon receipt of the following items.) nitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable eSprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by _ ❑ 17. Soils Report and/or Engineered Foundation required ........................................... _ 1 Erosion Control Plan Required ........................................ ........................ ' , _ 19 Fees as shown on the attached Schedule of Fees Due Sheet... ............... �3 ❑ 20. City of Chico Plumbing permit..,, ....................................................................... ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑ 22. California Department of Forestry pl n approval ❑ paid. Sent by: ............. �VOJV­23. Planning approval for (A) Use: e- 6) Parking: -(C) Parcel Check: ............ 7-� -46 ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... p- 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone.!�� -r%l^ r%Q i Z�114r71� and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant:Z Date: 1-ld " 1. Index permi p is ti n or t e e �d: Plan Check Letter 2. Additional i ems required Contractor, designer, owner, was of t v data ❑ phone, ❑ mail, Cl counter, by Date: Contractor, designer, owner, was advised the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of theabo dby ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: TP Date: 11at D Plans approved by: LT Date:_ D !` Structural reviewed by: V 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 Butte G`ou.12[y Departmeiit o.f'Developzziellt pelvices , T. 7 County Center Drive ' ° Droville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile coUN�-1 BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to processthis building permit application through the plans examination process_ WITHOUT first obtaining all' necessary,'related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and -Agriculture. I hereby acknowledgd: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. = I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Divisioti as soon as clearance is obtained a I am responsible . for notifying Development Services, in writing, to stop processing of the application and to arrange for* disposition of plans. The Building Division will process the application through the plans examination process, as. submitted, without input -from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once .the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other. required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: APN: d 9 7 2:;�O ` Off' , Building site address:kaA, �9<< PermitNo.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building pelmi it application and my signature below: l A/V 2!5� GNATURE 0 AP CA DATE A �\ U )A' �ICVN4 e a.rhne of Public works P C o u n t y o f B u t., t o , LAND DEVELOPMENT DIVISION J. Michael Crump, Director storm Water IAanagement Pro yarn 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 Pollutant Discharge E.National linmination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement BLESS THAN 1 ACRE �f (J//� Project Description, roject Lo 'on andlorParcel Number: �S P By si ' Q below, L the project ownerlowner's agent, certify that this project WILL NOT DITURB . ' . 0 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit fron 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 tate of California Storm Water Permit from the Sia Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other, permits or other sanctions provided by law. Signed: Title: Date: 0- CL 'BA 7-1- )N DEN CE! on 41 LD DINING �93 I.0 - MODEL 7232-B NEW - PRELIMINARY .4 BR (OPT 3 DR/DEN), 2 BATH, 2160 SO. FT. 72--0- KfT CQ y 11EAS 'AAC M 13A UVWG ROOM Drva ffl io*-a* 10--8- 10'-q 0 All; V)Mandfactu ing . -w IZ C FAT MH Wesstt ri , Inc -DI DESIGN LOORPLA Product Developm .0 11 657-SO91I.L.-, a" q ALEIANY DIVIiSIC0 DHOLT U'lfFV? . - al 16'- 0' Z� - bu I I C74- Ut.�%�y BUILDING UVIC-AC) APPROVED, 32 Yfide Conccpt 3Z72b.' 2160 CAU 7-11-05 - • )C 1 —A 1 ., 6' TYP. V)da" .4 G PLYWOOD CC EYT. - 9 kd IT 00.4 - F .40 T vl ELT _ �• ISTRI r �m • 2' x 11 STAIR lJGER. h8'e.c•. Nlnx. '% 12' PIF 9 • (on l��ylF' V040. ootl�ai ?DP VIEW H UIDERIL ; NOT SNOUT IJ • FDR CLARITY. • •' ,� -ZNL; DECKIIJG '(ALT) 3/g BOLT' paceol 50-�hn�f' a - q 10 DF 2'IS�here Canno•� GIRDERS �I' .1'/e TIG PL* -MOOD C C EXT: MOBILE NOMC . OR DECK r" a Z. M I . 413. MCIP (E IJ DE Q"MIi`L `� y MAX. 4!%(V • • Till' P05r- 2'u IV _. J%0 �Z 2%,4°. PRESSURE • � 107M IMA D'PIATfi' .z =- GUARDRAIL VZD ..� - i 8QLT3 e"MIN. 4 i IA,DECKI IJ G ' GIRDER �k . " a- � :.: • : ''° "•� .o PRECAST 4794" POST 0o-30-03 W IEP, ADFQU4TE' DIAGONAL °` I3RFICING. TYPICAL RFS1DE-Am � t1��°sECi�c . ' • •' BOUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS . •, G. T County Center Drive — Oroville. 08119Ornle 95965 ` 14"wl 'MIN. TOOT I N6 'Telephone: _ , lLl . j pd 'BUILDING,D� �',:�Si� •APPr, 3„*T � Department of Development Services a �I: i';'„�� G `'_. Building Division C �` = �. ° 7 County Center Drive o s }.._ a Oroville, CA 95965 c ' -(530) 538-7541 (530) 538-2140 FAX . GUARDRAIL DETAIL HANDOUT Nailing shall comply with Table UBC 23 -II -13-1. Lumber shall be at least Douglas Fir #2 or better (D.F. #2).. Minimum concrete compressive strength shall be 2,500 psi at 28 days. (UBC 1922.2.4) Minimum underfloor clearances from finish grade to wood joists is 18'; (UBC 2306.3) and minimum 12” from the finish grade to wood girders or treated wood js required. No wood shall be placed closer than 6' to earth unless it is foundation grade or pressure treated. (UBC 2320.13) a' Max. Min. 4 x 4 post @ 5'- 0” o.c. 4l.t4 = Max Intermediate rails 36" Min. spacing shall Top De - \ � N ;� W_x TYPICAL LEDGER ( If the deck/ porch is 30" Pier posts greater / 1 --- -- or-greater -above "the _ than 3 feet in height finish `grade a guardrail is need to be diagonally �re quired. _ - braced between posts\ 4.7 16d nails or an approved post base connection If using precast piers, wet set precast.pier into concrete footing Guardrail 1997 UBC.xIs prevent the passage of a 4" diameter sphere_ 4" MaX:.roP of 314" clearance 4' Max. joist to the edge of --he wood member joist Min. 2 - 1/2" dia. thru bolts required GUARDRAIL An approved post cap connection Girder or connect girder and post with 1/2" plywd gussett Post and 3 - 16d nails' . top & bottom 6" Min. 12" x 12" Footing 8" Min. embedment TYPICAL PIER FOOTING :. Eo Depa'rtment of Development Services o ..,,, 1....,,,�• Building Division O1_ . O �." i O 7 County Center Drive `Gx oOroville, CA 95965 a - -=¢ = o _ (530) 538-751 (530) 538-2140 FAX �0 IJ HANDRAIL DETAIL HANDOUT Nailing shall comply with Table 23 -II -B-1- Minimum underfloor clearances from finish grade to wood joists is 18"; (UBC 2306.3) and minimum 12" from the finish grade to wood girders or,treated wood is required. Minimum concrete compressive strength shall be 2,500 psi at 28 days. (UBC 1922.2-4) Stairs serving 3000 sq.ft.and greater, risers shall be 7" max and treads 11" mina The dimension difference between the smallest and largest tread run or riser height within any flight of stairs can not exceed -3/8" (USC 1003.3.3.3.3) Stair stringers shall be°anchored to primary structure. Toenails subject to withdraw are not acceptable anchors (2320.13). .. -►lax ,o ' Mas. • 1 -1n • Min. rail• 4" Max. Intermediate rails G 4• Max. spacing shall prevent 1-1Q• the passage of a 4" 3-12 • Maz • diameter sphere. 1-va 36" Min. to • 2•,n 4• Max. HANDRAILS 1 -1n Mia Top of 4• M Top of Deck +y Handrail • joist height 34"-38" Anchor stair stringers to the 4•• Min. Not Acceptable primary structure 4 x 4 post min. with an approved joist hanger and 9 M`n W screws, lags, M.B. in. clear width Gi•• •rder e at stairs r36hall frier posts greater 6'Max "G 2than 3 feet in height .J need to be diagonally Post .. Min. 2 - 1/2" braced between di a- thru �.9 An approved post cap connection or bolts requiredposts. <_ _ connect girder &'post with 1/2' pIY�^'d Pgussett & 3 -.16d nails top & bottom fti 4 - 16d nails ' Min. 2x pressure or an approved 3 - 2 x 12 ® s ' se 6" Min- Stringers treated sill plate post ba connection , If using '------------ precast piers, 8" Min. embedment 12 x '12 footing Attach wet set stringer to precast pier f BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR.INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060600 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 perl'ury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/17/2006 APN: 027-320-025-000 the Business and Professions Code, and my license is in full force and effect. � License Class J -_LL License Number:4&7-92 Site Address: 193 RAILBRIDGE RD PAL Date:Contractor: Map Index: 900 METAL BUILDING/GARAGE Description:( ) 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: WHEAT, MICHAEL ANNIESSA to its issuance, also requires the applicant for such permit to file a 193 RAILBRIDGE RD signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95966 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 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 Applicant: DE CANN, PHIL Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 169 BARDOLINO LANE provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one OROVILLE, CA 95966 year of completion, the owner -builder will have the burden of (530) 534-7670 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: DE CANN, PHIL and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 169 BARDOLINO LANE ❑ I am Exempt under Article 3 of the Business and Professions Code OROVILLE, CA 95966 (530) 534-7670 Date: Owner: License #: 670920 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. ❑ 1 have and will maintain workers' compensation insurance, as. Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: 5dwM &K� Total Square Ft: 900 S.F. Policy #: ��� I����/�J Valuation: $21,600.00 ❑ I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. ly A5 --J-1-0 & -' Date: L . Applicant: WARNING: ailure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is h reby ssued urfd the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the of the work for which this is issued (Sec 3097 Civ.) Resolutions o o rJ indicated ove for which fees have been paid. 5, performance permit Name: BY Date: \ Address: PERMIT EXPIRES 0 V Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ 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 ofButte County to enter upon the above mentioned property for inspection pur Qsee Print Name: /V�{//�,{�y� Signature: Date: ❑ Owner ❑ Contractor ❑ Agent for Owner Agent for Contractor B. C. Building Permit 01-16-04 pg 1 4} w .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 RBOUIRED AT TIME OFAPPLIC4TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" APPLICANT INFORMATION OWNER INFORMATION Last. Na City Address, Addres y x Citi ,y Ci / Stoe (.i zi Phone Fax,—,,,,, R Fax E-mail Lic APPLICANT INFORMATION CONTRACTOR Name City Address, Zip Citi ,y Fax sex, Z Phone Subdivision Name Fax,—,,,,, R E -ma I q Lic Cl , APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Subdivision Name Fax - E-mail Page State License Number APPLICANT INFORMATION Name Address , City State Zip Phone Fax E-mail —AP,PLICANT,SIGNATURE For office use only: AP# Zoning I A-- 5- Flood Zone SRA Y!sj No Occ• LENDING -AGENCY Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BP64 0.06 BIN # PROJECT LOCATION AP# Property Addre Ci Cross Street WORKER'S COMPENSATION ---- Policy Number�� d d 2. Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time ofpermit issuance. LENDING -AGENCY Name - Address Description or Scope of Work: a Sq FT- ung Garage Open Cov O Structure Built vmout Permits 0 Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one Yew after the date of application. In prder 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 de aret�t costs are not refundable. 1 ( 1 Received by: Amount: Receipt 1: Dntp- 6 � yb 'SRA 'Sheriff SMIP Other d4: 06 SUBMITTAL & PERMIT REQUIREMENTS .The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR - Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets.of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent forNon-heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review;(May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ - 3. California Department of Forestry plan approval (if required). - 0 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑- 7. Worker's Compensation Carrier and Policy Number, ❑ 8. Owner -Builder Verification (if required).. ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed; ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department . If you have questions or would like additional information regarding this process, 'please contact a Permit Assistant at. (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In.order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance. for permits issued; however, on issued permits refunds can only be' made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION 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 SKEET OWNER: ASSESSOR PARCEL NUMBER027~ ��'0 - 0 Proposed Building Use: (�rr�� �� �M�"`r' Permit Technician: Com/ Date: Items required in order to apply for a permit' All boxes MUST be checked OR marked NA in order to apply. / 1v 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. I N 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 ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. f o4 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 �p f N 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 ❑ Oroville, as applicab ❑ 15. Fire Sprinklers............................................................................................ 3 13 ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 18. Erosion Control Plan Required........................................................................ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 20. City of Chico Plumbing permit........................................................................ \❑ 21. Site plan and business license approval from the City of Biggs.......... C 22. California Department of Forestry plan approvalO aid. Sent by: 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check: .......... heck:.......... ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... IAJ 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 .......................................... 1130. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone P and hold for pickup. I have been informed of the above ite s-qnd requ cements for obtaining a ging permit. Applicant: 4Z/,.�f' J� G Z �j % Date: "? 1. Index permi pa pit ation for the above-lte n6mbe'red: l• Plan Chec�etter ` 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, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: 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 TO:. FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. USE ONLY Plot Plan Attached Flow Plan AttachadiV Sent to B.D. S3 yJ %670 -3,4 Owner Locatia AP# Plan Approved for: Sewage Disposal—, Water Supply: Public Private Well\ Clearance for dwelling. Other 5_u � 3 ub Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 3 ,io —61, Date BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner wheat APN No: 27-320-025 Application Date 3/17/2006 Permit No: BP 06 0600 Permit Type: garage, mgt al 2 3 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $549.90 Plan Check portion of Permit Fee $219.96 $329.94 Balance of Building Permit Fee FEMAYes Flood Elevation Review $109.98 0 SRA* x Yes Fire Plan Check - Non -Refundable $95.00 $95.00 _ $204.98 (State Responsibility Area) Building Inspection $109.98 $109.98 NON-REFUNDABLE portion of fees due at application $314.96 _ FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION 0[$424?94 j FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT MK$332710 ' 4 Balance of Building Permit Fees (from No. 1 above) $329.94 5 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) $2.16 6 Additional Plan Check Fees (NON-REFUNDABLE) RECEIPT I DATE Tech/Asst 0 At the time of permit application, I was advised t abov ees re requi d o be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applica Date: Pursuant to Government code Section 66020, you are hereby notified those Items followed by an "*" may have been impos�ur project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 Butte COUI1tyDeparL12entOlDevelOp171e12t�SelVlceS �vTTF 7 County Center Drive Oroville, CA 95965 ...., ° (530) 538-7601 Telephone (530) 538-7785 Facsimile C'pD BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained e 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: requirin,g 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). i Please print: Applicant Name: APN:G s �2G- Building site address: 111. SGJ i r ��-.,---,��� � - �� Permit No.: I have read, understood and accept the, terms and conditions as .expressed herein as indicated by my submission of the abo e -r nced puildig permit application and my signature below: AZ 'SIGNATURE OF APPLICANT DATE O Copy to Applicant/EH/File iCForms/BldgPermirwithoutClearances 020705 TMENr °v6�Tr1.cr°��\ Department of Public 1lVork-s: ° C o u n t y o f B u t t e ° o J. Michael Crump, LAND DEVELOPMENT DIVISION Storm Water Management Program \� O Director 7County CenterDrive C U N Oroville, CA 95965 A�eCIC W0 P�9 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: �� �v ' "CAc'lr�—' �/% X�s� Z�Z ',7 l ' �� Oji .Project Location and/or Parcel Number: /3-22 ? - 0121 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that.I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or, failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may'result in revocation of grading and/or other permits or other sanctions provided by law. Signed:' Title Date: N Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 - California Department of Forestry and Fire Protection Butte County Fire Department Fire Safe Requirements 0-. Permit# r 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 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 when the final inspection is completed. 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 [Xj 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. Pq (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 IX] 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 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 C4 F E Q U I R E M E N T S I 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance [X] (a) Crate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance; a 40 foot turning radius shall be used. 1274.08 Addresses for Buildings [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shallbe 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 issless 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 'i. Same Practical Effect for Buildings less then 30 feet from property tine: { [ l 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 • Fine rated metal doors on side toward property line with insufficient setback • Siding 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 Pq 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. F. 03/22/2006 Date Revised 02/28/06 3- Darren Read Fire Protection Planning ZJS ENGINEERING SERVICES INC. 350 S. MILLIKEN, SUITE A ONTARIO, CALIFORNIA 91761 PHONE ( 909 ) 974 4150. FAX: ( 909 ) 974 4153 STRUCTURAL CUSTOMER oro Products <Helder Mfg.> DAT E 2-08-2006 JOB NUMBER : 20104-06 CALCULATIONS i CONTENTS 30' x 30'�.x 16' Metal Building 1. Basic Loads ( 3.0/20/ 0./80. C) 2. Check SheetWg ( 26ga Multi -Rib, McElroy -D) 3. Check Purlin And Eavestrut 4. Check Girt BUTTE -C;'D NN PUILUIN. {...'0a:V 'VISION 5. Check Endwall Columns 6. Check Endwall Rafter 7. Check Rigid Frame 8. Check Connections oFESS/o 9. Check Bracing � p ",►l S B r R F, 10. Check Foundation o.54869 p. 6/30/0 w/ * APPENDIX ,n pF CAS-�`w FEB 2' 7 2006 Page -Number 2 a DESIGN ,CRITERIA This building was designed using.tle' criterialisted below. Capacity for loads greater, than these or for load combinations other than shown below is specifically neither intended nor implied. 1. BASIC LOADS 1.1. Dead Load . plb DL 3.0 2 ft. •1.2. Live Load Refer To Table No., 16-C Of UBC 1997 lb p 20 LL f t 2 1.3. Wind Load Refer To Table No. 16-F,G,H Of UBC 1997 ,16.40 lb 80. MPH 4s ft2 C = 1.13 --Exposure C From Table No. 16-G Of,UBC 1997 ( Averagb Height Of The Building < 20.0 ft ) Importance Factor pWL= qs Ce I'= 18.53 lb ' y. ft 2 For Actual Cq Values•See'Thru-Out Calculations ! 1.4. Seismic Load -Seismic Zone : 3 Ca = 0.36 - As Given In Table 16-Q.Of UBC 1997 R = 4.5 - As Given In Table 16-N•Of UBC 1997 Designed By: Janos Boros P.E.' Z.J.S.ENGINEERING SERVICES INC. 350`S.Mill'iken,#A.ONTARIO,Ca91761 PHONE (909);974-4150 Job # 20104-06 Date 2-08-2006 Refer ence:Oro Description: Products,<Helder Mfg.> ' 30' x 30' x 16' ` a DESIGN ,CRITERIA This building was designed using.tle' criterialisted below. Capacity for loads greater, than these or for load combinations other than shown below is specifically neither intended nor implied. 1. BASIC LOADS 1.1. Dead Load . plb DL 3.0 2 ft. •1.2. Live Load Refer To Table No., 16-C Of UBC 1997 lb p 20 LL f t 2 1.3. Wind Load Refer To Table No. 16-F,G,H Of UBC 1997 ,16.40 lb 80. MPH 4s ft2 C = 1.13 --Exposure C From Table No. 16-G Of,UBC 1997 ( Averagb Height Of The Building < 20.0 ft ) Importance Factor pWL= qs Ce I'= 18.53 lb ' y. ft 2 For Actual Cq Values•See'Thru-Out Calculations ! 1.4. Seismic Load -Seismic Zone : 3 Ca = 0.36 - As Given In Table 16-Q.Of UBC 1997 R = 4.5 - As Given In Table 16-N•Of UBC 1997 i Page Number 3 2. CHECK ROOF, DECKING , w' * - Uniform Load M - Max. Moment MAX. SRQ - Required -Section Modulus Double Equal Spans Condition W, w Use: 26 GA Galy. Steel Multi -Rib, McElroy"dr Equal. Material :.Steel ,-ASTM 4446 Grade D, Fy =. 55 ksi Gauge Weight Designed By: Janos Boros P.E. Z.J.S.ENGINEERING.SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150. Job # 20104-06 Date 2-08-2006 .Reference:.Oro Products <Helder Mfg.> Description: 30' x 30' x 16'- PDL 2. CHECK ROOF, DECKING , w' * - Uniform Load M - Max. Moment MAX. SRQ - Required -Section Modulus Double Equal Spans Condition W, w Use: 26 GA Galy. Steel Multi -Rib, McElroy"dr Equal. Material :.Steel ,-ASTM 4446 Grade D, Fy =. 55 ksi Gauge Weight Panel Top,In'Compression 'Panel Bottom In Compression PDL I+ S+ Fb+ I_ S_ Fb- lb in4 in3 in3 ft2 ksi/ ,in4 ksi ft ft. ft ft 29 0:95 0.0365 0.0371 ',33.0 0.0213 0.0332 33.0 26 1.20 0.0486 0.0499 33.0 0.0286 0.0462 33.0 24 1.68 0.0680. 0.,0708 33.0 0.0419 0.0640 33.0 E = 29.•103 ksi. - Modulus .Of Elasticity Of Steel b = ,1.0 ft. 1 ft Wide Strap Being Checked 2 = 3.33.ft. - Span Between Two Supports ' ' Page Number :.4 . 2:1. For Dead Load + Live Load Designed By: Janos Boros P.E. 2.J.S:ENGINEERING SERVICES INC. 350 S.Mi11iken,#A.ONTARIO,Ca91761 PHONE (909).,974-4150 Job # 20104-06 Date 2-08-2006 Reference:Oro Products <Helder Mfg.>, Description: 30' x 30'..x 16' wDL+LL ( pDL+ pLL ) b = 2:1. For Dead Load + Live Load lb. wDL+LL ( pDL+ pLL ) b = 21.2 PL ft: Maximum..Positive Moment :. M = 0.07.-w E 2 = 0.45 kip -in. DL+LL DL+LL' SRQ Fb++LL = 0.0135 in. < S+= 0.0499 i2 OK Maximum Negative Moment •. MDL+LL- 0.125 wDL+LL e 2 = 0.80 kip -in. M SRQ. _ = 0.0241 in. < S_=.0..0462 in. OK FbL+LL 2.2. Dead Load + Wind Load Cq = 1.3 Refer To Table No. 16-H Of UBC 1997 WDL+WL- Cq pWLI pDL) b = 23.08 lb. PL ft. Maximum Positive Moment MDL+WL- 0.125 WDL+WL 2 2 = 0.60 kip -in. M. SaQ. 1.33+Fb+= - 0.0137 in3 < S+= 0.0499, in3 OK TWind Maximum Negative Moment M = 0.07 w ' P 2 = 0.33 kip -in. DL+WL DL+WL M S = DL+wL = R0. FS- 0.0076 in. < S _ 0.0462 - in. OK 1.33 �Wind " Page Number 5 Designed By: P Z.J.S.ENGINEERING SERVICES INC. Job # 20104-06 350 S.Milliken,#A.ONTARIO,,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 2-08-2006 Reference:Oro Products <Helder,Mfg.> Description:,30' x 30 x 16 ' ' I 3. CHECK PURLIN 3.1. @ 3.3 ft. Spacing E = 29. 103 ksi. - Modulus Of Elasticity Of Steel Fy = 50.00, ksi. - Minimum Yield Stress b' =.3.33 ft.. - Spacing Of The Purlin, Critical E = 15.0 ft - Span Between Two Supports', Critical w - Uniform `Load R End Beam Reaction S - Required'Section Modulus Mrux. - Max. Moment , w w Q A Q Continuous Purlin w/ 2'=0" Overlap CONTINUOUS PURLIN PROGRAM i ------------------ --------------------,-------------------------------=--------- NUMBER OF ELEMENTS = 6 ELASTIC MODULUS = 29500.00 NUMBER OF CONCENTRATED LOADS = 0 PURLIN SPACING = 3:33' 3 SUPPRESSED DISPLACEMENTS AT- POSITIONS':~1 7 13 BAY LENGTH(FT) LENGTH(IN) LL (FT) RL (FT) 1 15.00 180.00 0.00 2.00 2 15.00 180.00 2.00 0.00 r Page Number : 6 3.1.1. For Dead Load + Live Load _ lb. wDL+LL__ ( PDL+ PLL ) b - 77. ft. --------------------------------------------- ---------------------- BENDING NODAL DISPL. ELEM. IN"4 LENGTH w(K/in) w(K/ft) NODE MOMENTS (V) and (theta) ----------------------------------------------------------------------------- 1 1.38 72.00 0.0064 0.0766 1 -0.0 0.00 -0.0164 2 1.38 84.00 0.0064 0.0766 2 12.8 0.73 0.0002 3 2.76 24.00 . 0.0064 0.0766 3 '\,-14.0 0.09 0.0064 4 2.76 24.00 0.0064 0.0766 4 -29.9 0.00 0.0000 5 1.38 84.00 0.0064 0.0766 5 -14.0 0.09 -0.0064 6 1.38 72.00 0.0064 0.0766 6 12.8 0.73 0.0002 7 -0.0 0.00 0.0164 --------------------------------------------- -------------------------------- NODE=3 MOMENT= -14.0 Use: (1) 8 x 2.5 x 16 Ga "Z" Resisting Moment= 60.9 NODE=5 MOMENT= -14.0 Use: (1) 8 x 2.5 x 16 Ga "Z" Resisting Moment= 60.9 See Appendix For Allowable Value 3.1.2. Dead Load + Wind Load Tributary Area b 2 = 50 f t 2 -� Cq = 1.3 - 0.1 = 1.2 -Refer To Foot Note #2 Of Table No. 16-H I/ Refer UBC 1997 wDL+wc ( C PWL_ Designed By: Janos Boros P.E.- Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,,Ca91761 PHONE (909).974-4150 Job # 20104-06 Date 2-08-2006 Reference:Oro Products <Helder Mfg.> Description: 30' x 30' x 16' 3.1.1. For Dead Load + Live Load _ lb. wDL+LL__ ( PDL+ PLL ) b - 77. ft. --------------------------------------------- ---------------------- BENDING NODAL DISPL. ELEM. IN"4 LENGTH w(K/in) w(K/ft) NODE MOMENTS (V) and (theta) ----------------------------------------------------------------------------- 1 1.38 72.00 0.0064 0.0766 1 -0.0 0.00 -0.0164 2 1.38 84.00 0.0064 0.0766 2 12.8 0.73 0.0002 3 2.76 24.00 . 0.0064 0.0766 3 '\,-14.0 0.09 0.0064 4 2.76 24.00 0.0064 0.0766 4 -29.9 0.00 0.0000 5 1.38 84.00 0.0064 0.0766 5 -14.0 0.09 -0.0064 6 1.38 72.00 0.0064 0.0766 6 12.8 0.73 0.0002 7 -0.0 0.00 0.0164 --------------------------------------------- -------------------------------- NODE=3 MOMENT= -14.0 Use: (1) 8 x 2.5 x 16 Ga "Z" Resisting Moment= 60.9 NODE=5 MOMENT= -14.0 Use: (1) 8 x 2.5 x 16 Ga "Z" Resisting Moment= 60.9 See Appendix For Allowable Value 3.1.2. Dead Load + Wind Load Tributary Area b 2 = 50 f t 2 -� Cq = 1.3 - 0.1 = 1.2 -Refer To Foot Note #2 Of Table No. 16-H I/ Refer UBC 1997 wDL+wc ( C PWL_ pDL ) b = 64.0 lb. ft. -----------i----------=---------------------- -------------- BENDING ELEM. ---------------------------------------------'- IN"4 LENGTH w(K/in) w(K/ft) NODE MOMENTS 1 1.38 72.00 -0.0053 -0.0640 1 0.0 2 1.38 84.00 -0.0053 -0.0640 2 -10.7 3 2.76 24.00 -0.0053 -0.0640 3' 11.7 4 2.76 24.00 -0.0053 -0.0640 4 25.0 5 1.38 84.00 -0.0053 -0.0640 5 11.7 6 1.38 72.00 -0.0053 -0.0640 6 -10.7 ---------------------------------=-----------'-------------- 7 0.0 ---------------- NODAL DISPL. (V) and (theta) ---------------- -0.00 0.0137 -0.61. 0.0002 -0.07 -0.0053 -0.00 -0.0000 -0.07 0.0053 -0.61 -0.0002 -0.00 -0.0137 ---------------- NODE=3 MOMENT= 11.7 Use: (1) 8 x 2.5-x 16 Ga "Z" Resisting Moment= 60.9 NODE=5 MOMENT= 11.7 Use: (1) 8.x 2.5 x 16 Ga "Z" Resisting Moment= 60.9 See Appendix For Allowable Values t Page Number 7 4: CHECK GIRTS . Simple Span Condition w - Uniform Load ' R - End Beam Reaction M - Bending Moment W 0 - p R T R 4.1. Check Girt For Wind Load Use: Z 8 x 2-1/2 x 16 GA Or Equal ( ASTM A570 ) E = 29,500 ksi [ Modulus Of Elasticity Of Steel ] Fy = 55.0 ksi [ Minimum Yield Stress ] MA = 61.0 kip -in [ Allowable Moment For Bending -See APPENDIX ] VA = 2.3 kips [ Allowable/Shear -See APPENDIX ] b = 6.0 ft. [ Spacing Of The Girt, Critical ] Q = 15.0 ft ( Span Between Two Supports Critical ] Tributary Area b Q = 90 ft —� Cq = 1.6 WL Cq pWL b = 136.7 lb. w ft. wWL E RWL= 2 = 1.03 kips < 1.33 VA = 3.1 kips 'Stress Increase Due To Wind Load MWL=. WL8 = 46.1 kip -in. < 1.33 -MA = 81.1 kip -in Stress'Increase Due To Wind Load Designed BY: Janos Boros P.E., 2.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 PHONE J 909) 974-4150 Job # 20104-06 Date 2-08-2006 Reference:Oro Description: Products <Helder Mfg.> 30' x 30' x 16' 4: CHECK GIRTS . Simple Span Condition w - Uniform Load ' R - End Beam Reaction M - Bending Moment W 0 - p R T R 4.1. Check Girt For Wind Load Use: Z 8 x 2-1/2 x 16 GA Or Equal ( ASTM A570 ) E = 29,500 ksi [ Modulus Of Elasticity Of Steel ] Fy = 55.0 ksi [ Minimum Yield Stress ] MA = 61.0 kip -in [ Allowable Moment For Bending -See APPENDIX ] VA = 2.3 kips [ Allowable/Shear -See APPENDIX ] b = 6.0 ft. [ Spacing Of The Girt, Critical ] Q = 15.0 ft ( Span Between Two Supports Critical ] Tributary Area b Q = 90 ft —� Cq = 1.6 WL Cq pWL b = 136.7 lb. w ft. wWL E RWL= 2 = 1.03 kips < 1.33 VA = 3.1 kips 'Stress Increase Due To Wind Load MWL=. WL8 = 46.1 kip -in. < 1.33 -MA = 81.1 kip -in Stress'Increase Due To Wind Load i Page Number 8 4.2. Check Girt For Wind Load Use: Z 8 x 2-1/2 x 16 GA Or Equal C ASTM A570 J E 29,500 ksi [.Modulus Of Elasticity Of Steel ] •Fy,= 55.0 ksi [ Minimum Yield Stress ] MA 61.0 kip -in [ Allowable, Moment For Bending -See APPENDIX.] VA = 2.3 kips [ Allowable'Shear -See APPENDIX ] b = 6.0"ft'. [ Spacing Of The Girt, Critical ] E = 10.0 ft [ Span Between Two Supports Critical ]. r Tributary Area b t 60 ft2 , Cq 1,.6 wWI Cq•pWL b = 136.7 lb. , f t ., . RWL wwL2. 2 = 0.68. kips < 1.33 ;VA = 3.1 kips ' Stress, -ease Due To Wind Load ' MWL= WL8 = 20.5 kip -in. < 1.33'MA = 81.1' kip -in Stress Increase Due To Wind .Load:. Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 20104-06 Date 2-08-2006 Reference:Oro Products <Helder,Mfg.> Description: 30' x 30' x .16' .• 4.2. Check Girt For Wind Load Use: Z 8 x 2-1/2 x 16 GA Or Equal C ASTM A570 J E 29,500 ksi [.Modulus Of Elasticity Of Steel ] •Fy,= 55.0 ksi [ Minimum Yield Stress ] MA 61.0 kip -in [ Allowable, Moment For Bending -See APPENDIX.] VA = 2.3 kips [ Allowable'Shear -See APPENDIX ] b = 6.0"ft'. [ Spacing Of The Girt, Critical ] E = 10.0 ft [ Span Between Two Supports Critical ]. r Tributary Area b t 60 ft2 , Cq 1,.6 wWI Cq•pWL b = 136.7 lb. , f t ., . RWL wwL2. 2 = 0.68. kips < 1.33 ;VA = 3.1 kips ' Stress, -ease Due To Wind Load ' MWL= WL8 = 20.5 kip -in. < 1.33'MA = 81.1' kip -in Stress Increase Due To Wind .Load:. i Page Number 9 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 201.04-06 350 S.Milliken,#A'.ONTARIO,Ca91761 Jano's'Boros P.E. PHONE (909) 974-4150 Date 2-08-2006 Reference:Oro Products <Helder Mfg.> Description: 30' x 30' x 16' 5. CHECK, ENDWALL COLUMNS 5.1. Check Corner Columns Use: fr8 x 2-112 x 16,GA Or Equal ' ASTM A570 ) 4 E 29,500 ksi [ Modulus Of Elasticity Of Steel ]. Fy = 55.0 ksi [ Minimum Yield Stress ] Ft =.0.6 FY = 33.0 ksi [-Allowable Stress For Tension ] Find Allowable Compression Strength Calculation was done by using , COMMENTARY ON THE SPECIFICATION�FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS AUGUST'19,`1986 EDITION WITH DECEMBER 11, 1989 ADDENDUM AMERICAN IRON AND STEEL INSTITUTE 1133 15th STREET, NW ' ASHINGTON,-DC 20005-2701 Adopted By UBC 1997, Refer To Section 2217 And 2218 For -Notation Refer To The Above Mentioned Specification Fn [ Nominal Buckling Stress ] Pa [ Allowable Concentrated Load -For Compress.] AeFe [ Effective Area.At*The Stress Fn ] 0 = 1.92 [ Safety Factor ]+ Kx 1.0 r Ky = 1.0 7.3 ft [ Unsupported..Length Of The Column In X Direction ] ty = 7.3 f -t [ Unsupported Length Of The Column In Y Direction ] t Kxfx = 7.3 ft ' Kyty = 7.3 ft Kttt = 7.3 f t , t = 0.060 in [ Min. Thickness Of The Material ] A = 0.85 int I = 8.09 in I = 0.70 in4 ' x y Page Number 10 Designed By: Z.J.S.ENGINEERING SERVICES'INC. Job # 20104-06 350.•S.Milliken,#A.'ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 97,4-4150"! Date 2-08-2006. Reference:Oro.Products <Helder Mfg.> Description: 30' x 30'.x 16'' �' x = 71.76 in c 0 Ix Iy rx . = A i =,3.09, in. r = A = 0.91 in. . y. . r - r = r2 + r? + x2 = 3.67 in , o x y o , A Tr2 E Fel K l - 2 = 31.1 ksi ry 2 r • x crEX - �KxEx)2 = 359.6 ksi r = 12 LG + n- E Cw (rt J .1 =31.0 ksi A r0 { Kt2t)2 Fe = 1 r, T + cr - ( T + (T )2 - 4 a- T J = 30.4 ksi 2 2 R LL EX t 'EX y t EX t If Fe > 2y then Fn = Fy L 1 4yFe, Else; Fn' = Fe , Fn = 27.5 ksi Check Each Element If�a =+1.052' > 0.673 then section is not fully effective 1 _ 0.22 Then Use AEFF A [ W - w A J Else A`'A'A a J ' A 0.6 int , EFF Pn Pn - AEFF Fn = 16.08 kips Fa = 8:37 kips s. b = 15.00 ,ft [' Bay Spacing Of, The Building At End ] SL = 10.00 ft [ Next Column. To The Left. ] SR = 0.0 ft [ Next Column To The Right ] . Page Number 11 Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Mi1liken,#A'ONTARIO,Ca91761 PHONE (9.09) 974-4150 Job #. 20104-06 Date 2-08-2006' Reference:Oro Products <Helder Mfg.> Description: 30' x 30' x 16' Page Number 12 5.2.,Check Interior Columns At'End Wall Use: ( 8 x 2-1/2 x 16 GA Or Equal ASTM A570 ) E = 29,500 ksi [ Modulus Of Elasticity Of Steel ] Fy = 50.0 ksi[ Minimum Yield -Stress ] Ft = 0.6 FY = 30.0 ksi [ Allowable''Stress For Tension ] MA = 55.3 kip -in [ Allowable Moment For -Bending -See APPENDIX ] VA = 2.2 kips [ Allowable Shear. -See APPENDIX ] Find Allowable Compression Strength Calculation was done by using COMMENTARY ON THE SPECIFICATION^FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS AUGUST 19, 1986 EDITION WITH.DECEMBER 11, 1989 ADDENDUM AMERICAN IRON AND STEEL INSTITUTE 1133 15th STREET, NW .~ ' ASHINGTON, DC 20005-2701 Adopted By UBC 1997, Refer To Section 2217 And 2218 For Notation Refer To The Above Mentioned Specification Fn [,Nominal Buckling Stress ] Pa [ Allowable Concentrated Load For Compress.] AEFF [ Effective Area At The Stress Fn ] 0 = 1.92 [ Safety Factor ] Kx = 1.0., Ky = 1.0 2X. = 16.8 ft` [ Unsupported Length Of The Column In X Direction ] ty = 7.3 ft [ Unsupported Length;Of The Column In Y Direction ] Kxtx = 16.8 ft Kyty = 7.3 ft Kttt = 7.3 ft t = 0.060 in [ Min. Thickness Of The Material ] A = 0.85 int Ix =.9.09 in I = 0.70 in X J,. Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Mil,liken,#A.ONTARIO,Ca91761 PHONE (9 09) 974-4150 Job # 20104-06 Date 2-08-2006 Reference:Oro Products <Helder Mfg.> Description: 30' x 30' x 16' , 5.2.,Check Interior Columns At'End Wall Use: ( 8 x 2-1/2 x 16 GA Or Equal ASTM A570 ) E = 29,500 ksi [ Modulus Of Elasticity Of Steel ] Fy = 50.0 ksi[ Minimum Yield -Stress ] Ft = 0.6 FY = 30.0 ksi [ Allowable''Stress For Tension ] MA = 55.3 kip -in [ Allowable Moment For -Bending -See APPENDIX ] VA = 2.2 kips [ Allowable Shear. -See APPENDIX ] Find Allowable Compression Strength Calculation was done by using COMMENTARY ON THE SPECIFICATION^FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS AUGUST 19, 1986 EDITION WITH.DECEMBER 11, 1989 ADDENDUM AMERICAN IRON AND STEEL INSTITUTE 1133 15th STREET, NW .~ ' ASHINGTON, DC 20005-2701 Adopted By UBC 1997, Refer To Section 2217 And 2218 For Notation Refer To The Above Mentioned Specification Fn [,Nominal Buckling Stress ] Pa [ Allowable Concentrated Load For Compress.] AEFF [ Effective Area At The Stress Fn ] 0 = 1.92 [ Safety Factor ] Kx = 1.0., Ky = 1.0 2X. = 16.8 ft` [ Unsupported Length Of The Column In X Direction ] ty = 7.3 ft [ Unsupported Length;Of The Column In Y Direction ] Kxtx = 16.8 ft Kyty = 7.3 ft Kttt = 7.3 ft t = 0.060 in [ Min. Thickness Of The Material ] A = 0.85 int Ix =.9.09 in I = 0.70 in X J,. Page Number: 13 x = -1.76 in 0 iX ` Iy. rx = 3.09 in. r = A = .0.91 in. Y. ro = r + ry + xo = 3.67 in 2 Fei = nKyQY 2 = 31.1 ksi ( ) r 2 °Ex xKxZX 2 r = 68.3 ksi ( ) X a = 1 + n2E Cw 0'ksi tA r2 [Gi ( K Q )2 o t t 1 r Fe + �t EX t EX (.a` + (r ) 2 4 B , a• T J 27.0. ksi' e 2. S I Ex t J L � r y / If Fe > 2y hien Fn = Fy L 1 4 F ] Else., Fn = Fe Fn = 25.0 ksi LLL Check Each Element i If a = 1.052 ✓ > 0.673 then section is not fully effective ! 1 - 0.22 A Then, Use AEFF A [ w - w Else AEFF A AEFF = 0.6 int Pn Pn = AEFF Fn =14.83 kips Pa 0 = 7.72 kips b = 15.00 ft [ Bay Spacing Of The Building At End ] SL = 10.00 'ft [ Next Column To The Left ] sR = 10.00 ft [ Next Column To The Right,] C = 16.83 ft [ Span.Between Two Support.For Wind Load ] Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 PHONE (909.).974-4150 Job # 20104-06 Date 2708-2006 Reference:Oro Products.<Helder Mfg.> Description: 30' x 30' x 16' x = -1.76 in 0 iX ` Iy. rx = 3.09 in. r = A = .0.91 in. Y. ro = r + ry + xo = 3.67 in 2 Fei = nKyQY 2 = 31.1 ksi ( ) r 2 °Ex xKxZX 2 r = 68.3 ksi ( ) X a = 1 + n2E Cw 0'ksi tA r2 [Gi ( K Q )2 o t t 1 r Fe + �t EX t EX (.a` + (r ) 2 4 B , a• T J 27.0. ksi' e 2. S I Ex t J L � r y / If Fe > 2y hien Fn = Fy L 1 4 F ] Else., Fn = Fe Fn = 25.0 ksi LLL Check Each Element i If a = 1.052 ✓ > 0.673 then section is not fully effective ! 1 - 0.22 A Then, Use AEFF A [ w - w Else AEFF A AEFF = 0.6 int Pn Pn = AEFF Fn =14.83 kips Pa 0 = 7.72 kips b = 15.00 ft [ Bay Spacing Of The Building At End ] SL = 10.00 'ft [ Next Column To The Left ] sR = 10.00 ft [ Next Column To The Right,] C = 16.83 ft [ Span.Between Two Support.For Wind Load ] Page Number 14 5.2.1. For Dead Load + Live Load' Designed By: Janos Boros P.E. 2.J.S.ENGINEERING SERVICES INC. 350 S.M lliken,.#A:ONTARIO,Ca91761 PHONE (909),974-4150 Job .# 20104-06 Date "2-08-2006 Reference:Oro Products'<Helder-Mfg'.> Description: 30' x 30' x 16' 5.2.1. For Dead Load + Live Load' b Tributary Area s 2 75 ft2 plL."= 20 lb ft 2 b sR. 2 75 ft p = 20 lb a ft Compression ( PDL+LL s + s b L R _ pDL+ PLL ) 2 2 = 1.73 kips < Pa = 7.72 kips. .. Tension Cq = 0.7 Refer To `Table No. .16-H Of UBC 1997 S + s b PT - ( Cq pwL - pDL ) L 2 R 2 = 0,.52 kips Bending And'Shear S + s Tributary Area L 2 R E = 168.3 ft2 Cq = 1.2 - 0.3 = 0.9 /Refer To Foot. Note #2 Of Table.No. 16-H + Of UBC 1997` WWL= C pwL sL 2 sR = 128.1 lb q ft WL w Q RWL= 2 = 1.08 kips <,,1.33 [ VA ] = 5.93 kips Stress Increase Due To Wind Load W E 2 MWL wL 8 =.54.4 kip -in. A MWL Combined Stress = - 1.0 < 1.33 OK Ft MA i . Page Number : 15 6. CHECK ENDWALL RAFTERS w - Uniform Load R - End Beam Reaction M. - Bending Moment W i R T R l Q I Use: ( 8" x 2-1/2" x 16 GA. As Endwall Rafter ( ASTM A570, 55 ksi ) 'Find Allowable Bending Moment According To Specification For The Design Of Cold -Formed Steel Structural Members August 19, 1986 Edition With December 11, 1989 Addendum MA = 55.3 kip -in [ Allowable Moment For Bending -See APPENDIX VA = 2.30 kips [ Allowable Shear -See APPENDIX ] E = 10.0 ft [ Span Between Two Supports ] b = 15.0 ft [ Bay-Spacipg Of.The Building At End ) 6.1.1. For Dead Load + Live Load b.. Tributary Area Q 2'- = 75.ft2 =� pLL - 20' lb2 ft. b Lb . WDL+LL ( pDL+ pLL ) _ ( 2 ) = 173. Ft W t R = 'DL+LL = 0.86 kips < VA DL+LL, 2 w E2 M DL+LL = 25.9 kip -in. < 'MA DL+LL 8 Designed By: Janos Boros P.E. 2.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.0NTARI0,Ca91761 PHONE'(909) 974-4150 Job # 20104-06 Date 2-08-2006 Reference:Oro Products <Helder Mfg.> Description: 30' x 30' x 16' 6. CHECK ENDWALL RAFTERS w - Uniform Load R - End Beam Reaction M. - Bending Moment W i R T R l Q I Use: ( 8" x 2-1/2" x 16 GA. As Endwall Rafter ( ASTM A570, 55 ksi ) 'Find Allowable Bending Moment According To Specification For The Design Of Cold -Formed Steel Structural Members August 19, 1986 Edition With December 11, 1989 Addendum MA = 55.3 kip -in [ Allowable Moment For Bending -See APPENDIX VA = 2.30 kips [ Allowable Shear -See APPENDIX ] E = 10.0 ft [ Span Between Two Supports ] b = 15.0 ft [ Bay-Spacipg Of.The Building At End ) 6.1.1. For Dead Load + Live Load b.. Tributary Area Q 2'- = 75.ft2 =� pLL - 20' lb2 ft. b Lb . WDL+LL ( pDL+ pLL ) _ ( 2 ) = 173. Ft W t R = 'DL+LL = 0.86 kips < VA DL+LL, 2 w E2 M DL+LL = 25.9 kip -in. < 'MA DL+LL 8 Page Number 16 Designed.By: Janos•Boros P.E. 2.J.S.ENGINEERING'SERVICES INC. 350 S.Mi11iken,#A.0NTARI0,Ca91761 PHONE (909) .974-4150• Job # 20104-06 Date 2-08-2006, .Reference:Oro Products <Helder Mfg.> Description: 30' x 30' x 16' Page Number 17 Designed By: Janos Boros P.E. Z.'J.S:ENGINEERING SERVICES INC. 350 S:Mi11iken,.#A:ONTARIO,Ca91761 PHONE (909),974=4150 Job # 20104-06 Date. 2-08-2006 Reference:Oro Products <Helder Mfg.> Description: 30' x 30' x 16'", Page Number 18 Designed By: Janos Boros P.E. 2.J.S.ENGINEERING SERVICES INC. 350 S.Mi1liken,#A.ONTARIO,Ca91761 '.PHONE (909)'974-4150 Job # 20104-06. Date 2-08-2006 Reference:Oro Description: Products <Helder Mfg.>. 30' x 30' x 16' Page Number :'19 M I C R 0 S A F E--- STRUCTURAL ANALYSIS BY FINITE ELEMENTS Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken;#A.ONTARIO,Ca91761 PHONE (909) 914-4150 Job # 20104-06 Date 2-08-2006 Reference:Oro Products <Helder' Mfg.> Description: 30' x 30' x 16' ' SIZE OF THE STRUCTURE ` M I C R 0 S A F E--- STRUCTURAL ANALYSIS BY FINITE ELEMENTS Version: SAFE2STA (2-D). Rel. 4.0. 2/08/2006 15:42e:34 , Input data file 20104.INP 0.00000•• Output data file WORK OUT ' SIZE OF THE STRUCTURE ` 57.60000 Number of nodes t 43 Number of materials 1 Number of beams 42 Number of .beam end releases 0 Number of plates 0 Number of fasteners 0 Number of primary loadcases- . 3 Number of superposition loadcases 2 Number of restrained degrees of freedom 4 , NODE COORDINATES 0.00000 Node Coordinate X Coordinate'Y , 13:70000 193.42000.. 1 n nnnnn n nnnnn. 30.33000 Z U.000UU 19.20000 3 0.00000•• 38.46000 4 0.00000 57.60000 5 0.00000 76.80000' 6 0.00000 96.00000 7 0.00000 115.20000 8 0.00000 134.40000 ' 9 0.00000• 153.60000'. 10 0.00000 172.80000 a. 11 0.00000 192.00000 T 12 13:70000 193.42000.. 13 30.33000 194.83000 , 14 46..96000 196.25000 15 63.59000. 197'.67000', 16 80.22000 199.09000 17 96.85000 200'.50000 18 113.48000 201.93000 19 130:11000 203.35000 20 146.74000 204.76000 21 163.37000 206.18000 22 180.00000 207,60000 23 196.63000 206.18000- 24 213.26000` 204:76000 Page Number : 20 25 229.•89000 Designed By:= Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Millikeri,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 20104-06 Date 2-08-2006 Refer.ence:Oro Description: Products <Helder Mfg.> 30' x 30' x 16' 26 25 229.•89000 203.35000 26 246.52000 201.93000 27 263.15000 200.50000 28 279.78000 199:09000 29 296.41000 197.67000 30 313.04000 196.25000. ' 31 329.67000 194.83000 ' 32 346.30000 193.42000 1 33 360.00000 192.00000 34 360.00000 172.80000 , 35 360.00000 153.60000 36 360.00000 134.40000 37 360.00000 115.20000 38 360.00000 96.00000 ' 39 360.,00000 76.80000 40. 360.00000 57.60000 41 360.00000 38.40000 , 42 360.00000 19.20000 43 360._00000 0.00000.1 MATERIAL PROPERTIES' , Code Young's modulus Poisson's ratio Specific weight t 1 29000000. 0.300060 0.000 BEAM DATA Beam I J Length Area M. Inertia. Material 1' 1 2 19.200 4.2600 85.00000- 1[ 12" x 12 ga 2 2 3 19.200 4.2600' 85.00000' Y[ 12" x 12 ga 3 3 4 19.200 4.2600 85.00000 H 12" x 12 ga 4 4 5 19.200 •4.2600. 85.00000 ][ 12" x 12 ga 5 5 6 19.200 '4.2600 85.00000 ][ 12" x 12 ga_ i 6 6 7 19.200 4.2600 85.00000: ][ 12" x-12 'ga, ' 7 7 8 19.200 4.2600 85.00000 ][.12".x 12 ga,' 18 8 9 19.200 4.2600 85.00000; ][ 12" x 12 ga, 9 9 1.0 19.200 4.2600 85.00000 ][ 12" x 12 ga4 • 10 10 11 19.200 4.2600 85.00000 ][ 12". x 12 ga 11 11 12 13.773 4.2600 85.00000 ][ 12" x 12 ga 12 12 13 16.690. 4.2600 85.00000 ][ 12" x 12 ga 13 13 14 16.691 4.-2600 85.00000 . ], [ •12" x 12 ga 14 14 15 16,691 4.2600 85:00000 J[ 12" x 12 ga ' 15 15 16 16.691 4.2600 85.`00000. ][ 12" x 12 ga 4 16 16 17 16.690 4.2600 85.00000 ][ 12" x 12 ga 17 17 18 16.691 4.2600 85.00000 1[ 12" x 12 ga Page Number 21 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 20104-06 16.691 350 S.Milliken,#A.ONTARIO,Ca91761 -85.00000 ][ Janos Boros P.E. PHONE (909) 974-4150 Date 2-08-2006 Reference:Oro Products <Helder Mfg.> Description: 30' x 30' x 16' 18 18 19 16.691 4.2600 -85.00000 ][ 12" x 12 ga 19 19 20 16.690 4.2600 85.00000 ][ 12" x 12 ga 20 20 21 16.691 4.2600 85.00000 H 12" x 12 ga 21 21 22 16.691 4.2600 85.00000 ][ 12" x 12 ga 22 22 23 16.691 4.2600 85.00000 ][ 12" x 12 ga 23 23 24 16.691 4.2600 85.00000 ][ 12" x 12 ga 24 24 25 16.690 4.2600 85.00000 ][ 12" x 12 ga 25 25 26 16.691 4.2600 85.00000 ][ 12" x 12 ga 26 26 27 16.691 4.2600 85.00000 ][ 12" x 12 ga 27 27 28 16.690 4.2600 85:00000 ][ 12" x 12 ga ' 28 28 29 161.691 4.2600 85.00000 ] ,[ 12"-x 12 ga 29 29 30 .16.691 4.2600 85.00000 ][ 12" x 12 ga 30 30 31 16.691 4.2600 85.00000 ][ 12" x 12 ga 31 31 32 16.690 4.2600 .85.00000 If 12" x 12 ga 32 32 -33 13.773- 4.2600 85.00000 ][ 12" x 12 ga 33 33, 34 19.200 4.2600 85.00000 ][ 12" x 12 ga 34 34 35 19.200 4.2600 85.00000 ][.12" x.12 ga 35 35 36 19.200 4.2600 85.00000 ][ 12" x 12 ga 36 36 37 19.200 4.2600 85.00000 ][ 12" x.12 ga 37 37 38- 19.200 4.2600 85.00000 ][ 12" x 12 ga 38 38 39 19.200 4.2600 85.00000 ][ 12" x 12 ga 39 39 40 19.200 4.2600 85.00000 ][ 12" x 12 ga 40 40 41 19.200 4.2600 85.00000 ][ 12" x 12 ga 41 41 42 19.200 4.2600 85.00000 ][ 12" x 12 ga 42 42 43 19.200 4.2600 85.00000 ][ 12" x 12 ga PRIMARY LOADCASES / Loadcase name DEAD LOAD, Loadcase number 1 Number of loaded node's 0 Number of loaded beams 22 Number of loaded ,plates 0 Gravity loads factor 0.00000 BEAM LOADS Beam Loading direction End Distributed Loads 11 Global Y axis -3.75000 -3.75000 12 Global Y axis -3.75000 -3.75000 13 Global Y axis. -3:75000 -3.75000 14 Global Y axis -3.75000 -3.75000 15 Global Y axis -3.75000 -3.75000 16 'Global Y axis -3.75000 -3..75000 17 Global Y axis -3.75000 -3.75000 18 Global Y axis -3.75000 -3.75000 19 Global Y axis -3.75000 -3.75000 20 Global Y axis -3.75000 -3.75000 Page Number : 22 21 Global Designed.By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 20104-06 Date 2-08-2006 Reference:Oro Description: Products <Helder Mfg.> 30'.x 30' x 16' Y axis' 21 Global Y axis -3.75000 -3.75000 22 Global Y axis' -3.75000 -3.75000 23 Global Y axis -3.75000 73.75000 24 Global Y axis -3.75000 -3.75000 25 Global Y axis -3.75000 -3.75000 26. Global Y axis -3.75000 _3.75000 27 Global Y axis -3.75000 -3.75000 28 Global Y axis -3.75000 -3.75000 29 Global Y axis -3.75000 -3.75000 30.. Global Y axis -3.75000 -3.75000 31 Global Y axis -3.75000 -3.75000 32 Global Y axis -3.75000 -3.75000 Loadcase name LIVE LOAD Loadcase number 2 Number of loaded nodes 0 Number of loaded beams 22 Number of loaded plates 0 Gravity loads factor 0.00000 BEAM LOADS Beam Loading direction End Distributed Loads 11 Global Y axis =20.00000 -20.00000 12 Global Y axis -20.00000 -20.00000 13 Global Y axis -20.00000 -20.00000 14 Global Y axis -20.00000 -20.00000 15 Global Y axis -20.00000 -20.00000 16 Global Y axis -20.00000 720.00000 17 Global Y axis -20.00000 -20.00000 18 " Global Y axis -20.00000 -20.00000 19 Global Y axis -20.00000 -20.00000. 20 Global Y axis -20.00000, -20.00000 - 21 Global Y axis -20.00000 -20.00000 22 Global Y axis -20..00000 -20.00000 23 Global Y axis -20.00000 -20.00000 24 Global Y axis -20.00000 -20.00000 25 Global Y axis -20.00000 -20.00000 26 Global Y axis -20.00000 -20.00000 27 Global Y axis -20.00000 -20.00000 28 Global Y axis -20.00000 -20.00000 29 Global Y axis -20.00000 30 Global Y axis -20."00000 _-20.00000 -20.00000 31 Global Y axis -20.00000 -20.00000 32 Global Y axis -20.00000 -20.00000 Page Number 23 Loadcase name WIND LOAD Loadcase number 13 N b f U111 er m o load ed nodes Designed By: Janos Boros P.E. 2.J.S.ENGINEERING,SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 20104-06 Date 2-08-2006 Reference:Oro Description: Products <Helder Mfg.> 30' x 30' x.16' Number Loadcase name WIND LOAD Loadcase number 13 N b f U111 er m o load ed nodes 0 Number of loaded beams 42. Number of loaded plates 0 Gravity loads factor 0.00000 BEAM LOADS Beam Loading direction End Distributed Loads 1 Global X axis, 14.23000 14.23000' 2 Global X axis 14.23000 14.23000 3 Global X axis 14.23000 14•.23000 4 Global X axis 14.23000 14.23000 5 Global X axis 14.23000 -14.23000 6 Global X axis 14.23000 14.23000 7 Global X axis 14.23000 14.23000 8 Global X axis .14.23000 14.23000 9- Global X axis 14.23000 14.23000 10 Global X axis 14.23000 14.23000 11 Local Y axis .12.46000 12.46000 12 Local Y axis 12.46000 12.46000. 13 Local "Y axis 12.46000 12.46000 14 Local Y axis 12.46000• 12.46000 15 r Local Y axis 12.46000 12.46000 16 Local,Y axis 12.46000 12.46000 17 Local Y axis 12.46000 12.46000 18 Local Y axis 12.46000 12.46000 , 19 Local Y axis 12.46000 12.46000 . 20 Local Y axis 12.46000 12.46000 121 Local Y axis 12.46000 12.46000 22 Local Y axis 12.46000 12.46000 23 Local Y axis 12:46000 12:46000 24 Local Y axis 12.46000 .12.46000 , 25 Local Y axis 12:46000 12.46000 26 Local Y axis 12.46000 12.46000 27 Local Y axis 12.46000 12.46000 28 Local Y axis 12.46000 12.46000 29 Local Y axis 12.46000 12.46000 30,• 'Local Y axis 12.46000 12.46000 31 Local Y axis 12.46000 12.46000 32 Local Y axis 12.46000 12.46000 33 Global X axis 8.90000 8.90000 34 Global X_axis 8:90000 8.90000 35 Global X axis 8.90000 5.90000 36 Global X axis 8.90000 8..90000 37 Global X axis 8.90000 8.90000 38 Global X axis 8.90000 8.90000 w Page Number 24 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 20104-06 350 S.Milliken,#A.ONTARIO,Ca91761 Janos:Boros P.E.. PHONE (909) 974-4150 Date '2-08-2006 Reference:Oro Products <Helder Mfg.> Description: 30' x 30' x 16' '. 39 Global X axis 8.90000 ,8.90000 40 Global X axis 8..90000 8.90000 41 Global X axis 8.90000 .8.90000 42 Global X axis 8.90000 8.90000 SUPERPOSITION LOADCASES Loadcase name DEAD LOAD + LIVE.LOAD Loadcase number 4 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 2 1.00 Loadcase name DEAD LOAD + WIND LOAD Loadcase number 5 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 3 1.00 E MOVEMENT RESTRAINTS Node Type of restraint Restraint 1 Translation along X axis .0.00000 1 Translation along Y axis 0.00000 - 43 Translation along X axis 0.00000 ` 43 Translation along Y axis 0.00000 -------------- RESULTS FOR LOADCASE 4 : DEAD LOAD + LIVE LOAD -------------------------=------------------=----------------------------- BEAM LOADS AND STRESSES ------------------------ PX1 Or PX2 Axial Load At The Ends Of The Member SX1 Or SX2 Axial Stress At The Ends -Of The Member + Tension - : Compression SH1 Or SH2 Shear At The Ends Of The Member BM1 Or BM2 Bending Moment At The Ends Of The Member Page Number : 25 Beam I Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Mi11iken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 20104-06 Date 2-08-2006 Reference:Oro Products <Helder Mfg.> Description: 30' x 30' x 16' SX2 1 Beam I J PX1 SX1 PX2 SX2 1 1 2 -4291. -1007. -4291. -1007. 2 2 3 -4291. -1007. -4291. -1007. 3 3 4 -4291. -1007. -4291. -1007. 4 4 5 -4291. -1007. -4291. -1007. 5 5 6 -4291. -1007. -4291.. -1007. 6 6 7 -4291. -1007. -4291. -1007. 7 7 8 -4291. -1007. -4291. 71.007. 8 8 9 -4291.. -1007. -4291. -1007. 9 9 10 -4291.. -1007. -4291. -1007. 10 10 11 -4291. -1007. -4291. -1007. 11 11 12 -1416. -332. -1383. -325.' 12 12 13 -1310. -308. -1277. -300. 13 13 14 -1279. -300.* -1245. -292. 14 14 15 -1245. -292. -1212. -284. 15 15 16 -1212. -284. -1178. -276. 16 16 17 -1176." -276. -1143. -268. 17 17 18 -1145. -269. -1111. -261. 18 18 19 -1110. -261. -1077. -253. 19 19 20 -1076. -253. -1043. -245. 20 20 21 -1043. -245. -1009. -237. 21 21 22 -1009. -237. -976. -229. 22 22 23 -976. -229. -1009. -237. 23 23 '24 -1009. - 37. -1043. -245. 24 24 25 -1043. -245., -1076. -253. 25 25 26 -1077. -253. -1110. -261. 26 26 27 -1111. -261. -1145. -269. 27 27 28 -1143. -268. -1176. -276." 28 28 29 -1178. -276. -1212. -284. 29 29 30 -1212. -284. -1245. -292. 30 30 31 -1245. -292. -1279. -300. 31 31 32 -1277. -300. -1310. -308. 32 32 33 -1383. -325. -1416. -332. 33 -33 34 -4291. -1007. -4291. -1007. 34 34 35 -4291. -1007. -4291. -1007. 35 35 36 -4291. -1007. -4291. -1007. 36 36 37 -4291. 71007. -4291. -1007. 37 37 38 --4291. -1007." -4291. -1007. 38 38 39 -4291. -1007. -4291. -1007. 39 39 40 -4291. -1007. -4291. -1007. 40 40 41 -4291. -1007. -4291. -1007. 41 41 42 -4291. -1007. -4291. -1007. 42 42 43 -429'1. -1007. -4291. -1007. r Page Number : 26 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 20104-06 SH1 350 S.Milliken,#A.ONTARIO,Ca91761 BM1 Janos Boros P.E. PHONE (909) 974-4150 Date 2-08-2006 Reference:Oro Products <Helder Mfg'.> Description: 30' x 30' x 16' Beam I J SH1 SH2 BM1 BM2 1 1 •2 979. 979. 0. -18798. 2 2 3 979. 979. -18798. -37596. 3 3 4 979. 979. -37596. -56394. 4 4 5 979. 979. -56394. -75191. 5 5 6 979. 979. -75191. -93989. 6 6 7 979. 979. -93989. -112787. 7 7 8 979. 979. -112787. -131585. 8 8 9 979. 979. -131585. -150383. 9 9 10 979: 979. -150383. -169181. 10 10 11 979. 979. -169181. -187979. 11 11 12 -4167. -3842. -187979. -132822. 12 12 13 -3867. -3472. -132822. -71578. 13 13 14 -3471. -3076. -71578. -16935. 14 14 15 -3076. -2681. -16935. 31115. 15 15 16 -2681. -2286. 31115. 72573. 16 16 17 -2287. -1892. 72573.. 107450. 17 17 18 -1891. -1496. 107450. 135714. 18 18 19 -1497. -1102. 135714. 157396. 19 19 20 -1102. -707. 157396. 172495. 20 20 21 -707.` -312. 172495. 180993. 21 21 22 -312. 83. 180993. 182899. 22 22 23 -83. 312. 182899. -180993. 23 23 24 312. 7707. 180993. 172495. 24 24 25 707. 1102. 172495.' 157396. 25 25 26 _1102. 1497. 157396. 135714. 26, 26 27 1496. 1891. 135714. 107450. 27 27 28 1892. 2287. 107450. 72573.' 28 28 29 2286. 2681. 72573. 31115. 29 29 .30 2681. 3076. 31115. -16935. 30 30 31 3076. 3471. -16935. -71578. 31 31 32 3472. 3867. -71.578. -132822. 32 32 33 3842. 4167. -132822. -187979. 33 33 34 -979. -979. -187979.. -169181. 34 34 35 -979. -979. .-169181. -150383. 35 35 36 -979. -979'. -150383. -131585. 36 36 37 -979. -979. -131585. -112787. 37 37 38 -979. -979. -112787. -93989. 38 38 39 -979. -979. -93989. -75191. 39 39 40 -979. -979. .75191. -56394. 40 40 41 -979. -979.' -56394. -37596. 41• 41 42 -979. -979. -37596. -18798. 42 42 43 -979. -979. -18798. 0. Type of beam :][ 12" x 12 ga Maximum Stress -.Compression [ fa ] -.1007. At -Beam 1 Maximum Bending'Moment [.M } 187979. At Beam 11 Page Number : 2' Designed By: Z.J.S,.ENGINEERING SERVICES INC. Job # .20104-06 LOAD 350 S.Milliken,#A.ONTARIO,Ca91761 BEAM LOADS ------------------------ Janos Boros P.E. PHONE (909) 974-4150 Date 2-08-2006 Reference:Oro Products <Helder Mfg.> Description: 30' x 30' x 16' NODE INTERNAL FORCES AND REACTIONS Node FX FY MZ 1 979. Reaction 4291. Reaction 0. 43 -979. Reaction 4291. Reaction 0. i RESULTS FOR LOADCASE 5 DEAD LOAD + WIND LOAD BEAM LOADS ------------------------ AND'STRESSES PX1 Or PX2 Axial Load At The Ends Of The Member SX1 Or SX2 Axial Stress At The Ends Of The Member + : Tension - Compression SH1 Or SH2 Shear At The Ends Of,The Member NM1 Or BM2 Bending Moment At The Ends Of The Member Beam I J PX1 SX1 PX2 SX2 Y 1 1' 2 2750. 2750. 645. 2' 2 3 2750. �45. 45. 2750. 645. 3 3 4 2750. 645. 2750. 645. 4 4 5. 2750. 645. 2750. 645. 5 5 6 2750. 645. 2750. 645. 6 6 7 2750. 645. 2750. 645. 7 7 8 2750. 645. 2750. 645. 8 8 9 2750. 645., 2750., 645. 9 9 10 2750. 645. 2750. 645. 10 10 11 2750. 645. 2750. 645. 11 -11 12 374. 88. 380. 89. 12 12 13 331. 78. 336. 79. 13 13 14 338. 79. 343. 81. 14 14 15 343. 81. 348: 82. 15 15 16 348.' 82. 354. 83. 16 16 17 352. 83: 358. 84. .17 17 18 360. 85. 365. 86. 18 18 19 364. 86. 370. 87. 19 19 20 369. 87. 374. 88. 20 ' 20 .21 375. 88. 380. 89. 21 21 22 380. 89. 386. .90. 22 22 23 184. 43. 179. 42. 23 23 24 179. 42. 173. 41. 24 24 25 174. 41. 169. 40. 25 25 26 168. 39. 163. 38: i Page Number : 28 26 26 Designed By: Janos Boros P.E. Z. J'S.ENGINEERING SERVICES INC: 350 S.Milliken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 20104-06 Date 2=08-2006 Refer enc e:Oro Description: Products <Helder Mfg.> 30' x 30' x 16' 27 28 26 26 27 162'. 38. 157. 37. 27 27 28 158. 37. 152. 36. 28 28 29 152. 36. .147. 34. 29 29 30 147. 34. 142. 33. 30 30 31 142. 33. 136. 32. 31 31 32 136. 32. 131. 31. 32 32 33 136. 32. 130.^. 31. 33 33 34 381. 89. 381. 89. 34 34 35 381.. 89. 381. 89. 35 35 36 381. 89. 381. 89. 36 36 37 381. 89. 381. 89. 37 37 38 381. 89. 381. 89. 38 38 39 381. 89. 381. 89. 39 39 40 381. 89. 381. 89. 40 40 41 381. 89. 381. 89. 41 41 42 381. 89. 381. 89. 42 42 43 381. 89. 381.- 89. Beam I J - SH1 SH2- BM1 BM2 1 1 2 -2824. -2550. 0. 51590'. 2 2 3 -2550. -2277.- 51590. 97934. 3 3 4 -2277. -2004. 97934. 139032. 4 4 5 -2004. -1731. 139032. 174885. 5 5 6 -1731. -158. ..174885. 205492. 6 6 7 -1458. -1184. 205492. 230853. 7 7 8 -1184. -911. 230853. 250968. 8 8 9 -911:. -638. 250968. 265838. 9 9 10 7638. -365. 265838. 275462. 10 10 11 -365. -91. 275462. 279840. 11 11 12 '2725. 2605. 279840. 243130. 12 12 13 2612." 2466. 243130. 200754.: 13 13 14 2466. 2320. 200754. 160809. 14 14 15, 2320. 2175. 160809. 123295. 15 15 16 2175. 2029. 123295. 88210. 16 16 17 2029. 1884. 88210. 55554. 17 17 18 1883. 1738. '55554. 25332. 18 18 19 1738. 1592. 25,332. -2461. 19 19 20 1593.. 1447. -2461. -27828. 20 20 21 1447. 1301. -27828. -50761. 21 21 22 1301. 1156.' -50761. -71265. 22 22 23 1204. 1059. -71265. -90149. 23' 23 24 1059. 913. -90149. -106604. 24 24 25 913. 767-. -106604. -120626. 25 25 26 767. 622.• -120626. -132221. 26 26 27 622. 476. -132221. -141387. 27 27 28 476. .331. -141387. -148120. 28 28 29 331. 185. -148120. -152424. 29 29 30 185. 39. -152424. -154298. Page Number 29 30 30 31 39. -106. Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC.. 350 S.Mi1liken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 'Job # 20104-06. Date 2-08-2006 Reference:Oro Products <Helder Mfg.>. Description: 30' x 30' x 16'- 6'. 31 32 -106. -252. 30 30 31 39. -106. '-154298. -153742. 31 31 32 -106. -252. -153742: -150754. 32 32 33 -249. -370. -150754. -146492. 33 33 34 91. -79. -146492.' -146607. .34 34 35 -79. -250. -146607. -143441. 35 35 36 -250. -421. -143441. -136994. 36 36 37 -421. -592. -136994. -127266. 37 37 38. -592. -.763. ;127266., -114257. 38 38 39 -763. -934. -114257. -97968. 39 39 40 -934.. -1105.,, 797968. -78397. 40 40 41 -1105. -1276. -78397. -55546. 41 41 42 -1276. -1446. -55546: -2941.3. 42 42 43 -1446. -1617. -29413. 0. Type of beam :][ 12" x 12 ga Maximum Stress - Tension [ ft ) 645. At Beam 1 Maximum Bending Moment [ M ] 279840. At Beam 11 NODE INTERNAL FORCES AND REACTIONS Node FX py MZ 1 -2824. Reaction -2750. Reaction 0. 43 -1617. Reaction -381. R4action 0. Find Maximum Stress/Moment For Each Member Types: Type Of Member ][ 12" x'12 ga Load Case Name DEAD LOAD + LIVE LOAD Maximum Stress - Tension [ ft ) :0.000 Maximum Stress - Compression [ fa ] :-1007.000 Maximum Bending Moment'. [ M ) :187979.000 Load Case Name : DEAD LOAD + WIND LOAD Maximum.Stress - Tension [ ft ] _:645.000 Maximum Stress - Compression [ fa ] :0.000 Maximum Bending Moment [ M ] :279840.000 Page Number : 30 H. CHECK CONNECTIONS 8.1. Purlin to Rafter Use (2) 1/2" Diameter Bolt or Equal ( A307 Machine Bolt ) V ALLOW = 1.96 kips [ Allowable Shear - See.Appendix ] - VALLOW = 1.33 VALLOW - 2.61 kips [ Allowable, Shear For Wind Load ] WIND R [ Max. Reaction Force At The End Of Purlin ] b 3.33ft [ Spacing Of The Purlin ] E = 15.0 ft [ Span Between'Two Supports ] 8.1.1. For Dead Load + Live Load wDL+LL ( pDL+ p, ) .b = 77.. lb. ' ft. w Q R = DL+LL = DL+LL 2 0.58 kips < 2 V ALLOW = 3.92 kips 8.1.2. Dead Load + Wind Load Tributary Area b.Q = 50 ft Cq = 1.3 - 0.1 = 1.2 Refer To Foot Note #2 Of Table No. 16-H Of UBC 1997 .lb. wDL+WL__ . ( C pWL- pDL ) b = 64.0 ft. R DL+WL 2 = wDL+2 2 ALLOW = 0.48 kips < 2 V = 5.22 kips _- WIND 8.2. Rafter to Column Use (2) 1/2" Diameter Bo,1t or Equal ( A307 Machine Bolt ) VALLOW - 1.96 kips [ Allowable Shear - See Appendix ] VALLow - 1.33 VALLOW - 2.61.kips [ Allowable Shear For Wind Load ] WIND R [ Max. Reaction Force At. The End Of Purlin ) y RDL+LL 0.86 -'kips < 2 VALLOW - 3.92 -kips - See 6.1. For Reactions R' 0.34 0.34 kips < 2 V = 5.22 Akips - See 6.2. For Reactions- WINDW ! Designed By: Janos Boros P.E., 2.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 F Job # 20104-06 Date 2-08.-2006 Reference:Oro Products <Helder Mfg.> Description: 30' x 30' x 16' H. CHECK CONNECTIONS 8.1. Purlin to Rafter Use (2) 1/2" Diameter Bolt or Equal ( A307 Machine Bolt ) V ALLOW = 1.96 kips [ Allowable Shear - See.Appendix ] - VALLOW = 1.33 VALLOW - 2.61 kips [ Allowable, Shear For Wind Load ] WIND R [ Max. Reaction Force At The End Of Purlin ] b 3.33ft [ Spacing Of The Purlin ] E = 15.0 ft [ Span Between'Two Supports ] 8.1.1. For Dead Load + Live Load wDL+LL ( pDL+ p, ) .b = 77.. lb. ' ft. w Q R = DL+LL = DL+LL 2 0.58 kips < 2 V ALLOW = 3.92 kips 8.1.2. Dead Load + Wind Load Tributary Area b.Q = 50 ft Cq = 1.3 - 0.1 = 1.2 Refer To Foot Note #2 Of Table No. 16-H Of UBC 1997 .lb. wDL+WL__ . ( C pWL- pDL ) b = 64.0 ft. R DL+WL 2 = wDL+2 2 ALLOW = 0.48 kips < 2 V = 5.22 kips _- WIND 8.2. Rafter to Column Use (2) 1/2" Diameter Bo,1t or Equal ( A307 Machine Bolt ) VALLOW - 1.96 kips [ Allowable Shear - See Appendix ] VALLow - 1.33 VALLOW - 2.61.kips [ Allowable Shear For Wind Load ] WIND R [ Max. Reaction Force At. The End Of Purlin ) y RDL+LL 0.86 -'kips < 2 VALLOW - 3.92 -kips - See 6.1. For Reactions R' 0.34 0.34 kips < 2 V = 5.22 Akips - See 6.2. For Reactions- WINDW ! Page Number 31 Designed By: 8.2. Girt -To Column • ,Use (2) 1/2" Diameter Bolt or Equal (A307 Machine Bolt ) ='1.96 kips [ Allowable Shear -See Appendix ] VALLOW -,1.33 — 2.61, kips [-Allowable Shear For Wind Load ] • VALLOW VALLOW . - WIND ' RwL [ Max. Reaction Force At The End Of Girt'] ` See 4. Check Girts For Reactions 1.03 kips <.2 - 5.22 kips OK - ` RwL VALLow ' WIND - 8.4. Haunch Connection At Rigid Frame • Use 1/2" Dia. A -325 -High Strength Bolts ' Moment'[kip_in] = 279.8. _Refer To STRUCTURAL ANALYSIS BY FINITE ELEMENTS Above ' Axial kip _ ' [ ] 4.29To STRUCTURAL ANALYSIS .BY FINITE ELEMENTS Above' Shear- [ kip ] = 1.00 -Refer To STRUCTURAL ANALYSIS BY FINITE ELEMENTS Above- Critical At Member 10 4 -Refer1.5 4.25 • I i t O C BOLT . c 1.5 T� Figure '• Number Of Fasteners X1 = 8 • X1 ( Distance In Inch Bolt Group, CL To CL Bolt ) = 4.25.. Number Of Fasteners X2 = 4 X2 . = 1.5 Number Of Fasteners Y1 = 8 Y1 ( Distance In Inch Bolt Group CL To •CL Z. J. S. ENGINEERING SERVICES INC. Job # 20104-06 350 S.Milliken, #A.ONTARI0,Ca91761 ' Janos Boros P.E. PHONE (909) 974-4150 - Date.. 2-08-2006 Reference: Oro Products <Helder Mfg.> . Description: 30' x 30' x.16' ,. Bolt,) = 4.25. Number Of Fasteners Y2 = 4 Y2 Page .Number 32 Designed By: Z.J.S.ENGINEERING SERVICES INC.- Job # .20104-06 350 S.Milliken,"#A.ONTARIO,Ca91761 = 154. Janos Boros P.E. PHONE (909).;974-4150 '' Date 2-08-2006 Reference:oro Products <Helder Mfg:> Description: 30' x 30' X-,16' 9.1. Check Longitudinal Bracing Eave = 16.0- ft - Eave ,Height Width = 30.0 ft Width Of .The Building Length = 30.-0 ft - Length, -Of The Building Bay" = 15.0 ft Width Of The Braced Bay( Critical )' ' Slope = 1/12 Width Ridge = Eave + Slope2 = 17.3 ft PT / Eave 2 —� T Width I E x2 = 154. E `y2 = 154. E 2 + E y2 x = ,307. M X.. ' • Shear F' _ = 0.91 'F" _ _' 0. 1 x E x2 + E Y. x Sum, Of Fasteners f M y Axial F' _ = 0.91 F" 0.43 y E x2 + E y2 y Sum Of Fasteners . 2- 2 R = r F1 + FX' + r Fy + Fy'> 1 1.7 « 3.94 kips 0K.1 L L J, See Appendix F•or Allowable Values •Q CHECK BRACING 9.1. Check Longitudinal Bracing Eave = 16.0- ft - Eave ,Height Width = 30.0 ft Width Of .The Building Length = 30.-0 ft - Length, -Of The Building Bay" = 15.0 ft Width Of The Braced Bay( Critical )' ' Slope = 1/12 Width Ridge = Eave + Slope2 = 17.3 ft PT / Eave 2 —� T Width I Page Number : 33 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 20104-06 350 S.Mi1liken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 2-08-2006 Reference:Oro Products <Helder Mfg.> Description:, 30' x 30' x 16' Check For Wind Load Find Total Exposed Area'At The End Of The Building At Each Side A - r Ridge + Eave l Width = 249.4 ft2 T L. 2 J. 2 Total Wind Load At Each Side Cq = 1.3 Refer To Table No. 16-H Of UBC 1997 PT = Cg pWL AT = 6.01 kips Check For Seismic Find Total Seismic Load At Each Side Of The Building.: max.horizontal force component in single brace rMAx =0.25 Total Story Shear - Note: max horizontal force component in a single brace = Total Story Shear 4 AB =' Width Length = 900 f t2 20 . p=2- < 1 = 1.00 MAX B R = 4.5` - As Given In Table 16-N Of UBC 1997 Load Due 3 Ca Ridge + EaveWidth To Wind PTs = P 1.4 R PDL I Length + 2 J 2 = 0.56 kips < 2 ROOF WALL Does Not Govern Wind Governs For Bracing Design ! PT = 6.01 kips P Total force in a braced bay H = 2 T = 3.00 kips Page Number ,34 Designed By: 2.J.S.ENGINEERING SERVICES.INC. Job # 20104-06 350 S.Mill'iken,#A.ONTARI0,Ca91761 Janos Boros P.E. PHONE,(909) 974-4150 .• Date. 2-08-2006 Reference:Oro Products <Helder Mfg.> Description: 30' x 30'x 16' Check Roof Bracing EAVE H A T a X\ B ROOF PLAN ( Braced 'Bay ) C , a RIDGE ` Bay • A=15.00 ft; B=0'.00 ft; C=0.00 ft Critical in the first set to the eave. A o a = invtan.( — ) = 45.00 j Bay Tension Force In (1) Set Of 1/4" Dia.CableBy FWC r H " T = - = 4.25 kips -< 4.42 kips = 1.33 ('3325 lb ) - Refer,To.Appendix cos a Check Wall Bracing , Tension Force In (1) Set.Of 1/4" Dia Cable By FWC T = H = 4.39 kip < 4.42 kips 1.33 ( 3325 lb )- See, Appendix Bay Reactions For Anchorage , Eave H = 3.00 kip R H t = 3.20 kip. Bay Page Number 35 9.2. Check Lateral Bracing At End Wall , Bay = 10.00 ft - Width Of The.Braced Bay b = 15.00 ft - Bay Spacing Of•The Building At End Check For Wind Load , Find Total Exposed Area At The.End Of The Building �. s AT = Ridge 2 = 129.38,ft2 Cq 1.3' Refer To Table No. -16-H Of UBC 1997 PT = C pWL AT = 3.12 kips Check For Seismic a Load Due 3 Ca Eave b To Wind, P= p p Width �+ 2 =.0.28 kips < TS 1 :4 R DL . 2 ] 2 2 ' ROOF -WALL / Does Not Govern ! Wind Governs For Bracing•Design ! PT = 3.12 kips • P Total force in a braced bay H, T 1.56 kips •2 r Tension Force In (1) Set Of 1/4"Dia Cable By FWC : { Ridge2+Bay2 T = H =. 2.67 kip < 4.42 kips '= 1.33 ( 3325 lb ) - See Bay Appendix. Reactions For.Anchorage ' Ridge H = 1.56 kip R H = 2.69 kip Bay i Designed By: Janos Boros P.E. Z.J.S.£NGINEERING SERVICES INC.. 350 S.Mil1iken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 20104-06 Date 2-08=2.006 Reference:Oro Description: Products <Helder Mfg.> r . 30' x 30' x 16' , 9.2. Check Lateral Bracing At End Wall , Bay = 10.00 ft - Width Of The.Braced Bay b = 15.00 ft - Bay Spacing Of•The Building At End Check For Wind Load , Find Total Exposed Area At The.End Of The Building �. s AT = Ridge 2 = 129.38,ft2 Cq 1.3' Refer To Table No. -16-H Of UBC 1997 PT = C pWL AT = 3.12 kips Check For Seismic a Load Due 3 Ca Eave b To Wind, P= p p Width �+ 2 =.0.28 kips < TS 1 :4 R DL . 2 ] 2 2 ' ROOF -WALL / Does Not Govern ! Wind Governs For Bracing•Design ! PT = 3.12 kips • P Total force in a braced bay H, T 1.56 kips •2 r Tension Force In (1) Set Of 1/4"Dia Cable By FWC : { Ridge2+Bay2 T = H =. 2.67 kip < 4.42 kips '= 1.33 ( 3325 lb ) - See Bay Appendix. Reactions For.Anchorage ' Ridge H = 1.56 kip R H = 2.69 kip Bay i J i Page Number-; 36 ` 10.1 CHECK FOUNDATION Designed By:- Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 20104-06. Date. 2-08-2006 Reference:Oro Products <Helder Mfg.> ,Description: 30' x 30' x 16' Ft 10.1 CHECK FOUNDATION p s = 1000 Lb '[Min. Soil Pressure. ]- Ft a Tc = 150 Lb3 [ Specific: -Weight Of Concrete ] Ft f =,2500 Lb , [ Compressive Strength Of The Concrete] in p i = Lb 100 [ Min. Lateral Bearing Pressure ] Fta p F = 130 Lb [ Min. Lateral Sliding Resistance z Ft 10.1. Check Footing At Line 2 , Use 2 Ft.'! 6 In. Square x 2 Ft.' --6 In. Deep 'Concrete Footing With 4 in Slab . D = 2.00 'Ft ['.Depth. Of `The Footing ] r = 2.50 Ft [ Width Of The Footing ' A _ r2 = 6.25 Ft.2 Area Of. The,. Bottom Of The Footing ] t = 4 in I'Thickness Of The Slab ]. Lc [..Effe0tive Length,Of The:Slab ] 10.1.1. Vertical Down P = 4.29 kips ` VERT. DOWN P p = s VERT. . 1000 Fb2 ' > =,,688 Lb2 OK DOWN A Ft,'` 10.1.2. Vertical Up , P 3.20 kips Critical At Braced Bay UPRT. Bracing Uplift. r P = ( 0.52 kips 2.69 kips )'= 3.21 kips Critical At End Wall r UPRT. s PWEIGTH A D C s = 1..88 kips � FOOTING R Page Number 37 Safety 2 Stress'Increase Due , To Wind Or Seismic 1 1.33 p- PFRICT. ( 2 ) ( 4 r6D = 2.22 kips Refer To Section 1807.10 � y ` Of UBC 1997. PwEIGHT = { 2 Lc ).Lc -t �:c SLAB - Find'Lc , VERT. t Slab 2 Lc F S = 12 in. -tz [ Section Mod. For 12 in. Strip]. fT 1.6 N/ f' [ Allowable Tension Stress' ]; MALLOW= 1:33 fTS [ Allowable Bending Moment ] ' r Lc :. T �• M = 0.85.t 7c 2 [ Moment Due To+Self Weight ] M MALLOW -� Lc3.65 f t . , k r 4 P _ ( 2 Lc )'Lc t' WEIGHT �c = 1.34 kips t SLAB TOTAL 5.43 kips. iv RESISTING Designed By: Janos Boros•P.E. 2.J.S.ENGINEERING SERVICES.'INC. 350.S.Milliken,#A.ONTARIO,Ca91761 PHONE (909).974-4150 Job #' 20104-06 Date 2-08-2006 ..Refer nce:Oro Products <Helder Mfg.> Description: 30' x 30' x 16' Safety 2 Stress'Increase Due , To Wind Or Seismic 1 1.33 p- PFRICT. ( 2 ) ( 4 r6D = 2.22 kips Refer To Section 1807.10 � y ` Of UBC 1997. PwEIGHT = { 2 Lc ).Lc -t �:c SLAB - Find'Lc , VERT. t Slab 2 Lc F S = 12 in. -tz [ Section Mod. For 12 in. Strip]. fT 1.6 N/ f' [ Allowable Tension Stress' ]; MALLOW= 1:33 fTS [ Allowable Bending Moment ] ' r Lc :. T �• M = 0.85.t 7c 2 [ Moment Due To+Self Weight ] M MALLOW -� Lc3.65 f t . , k r 4 P _ ( 2 Lc )'Lc t' WEIGHT �c = 1.34 kips t SLAB TOTAL 5.43 kips. iv RESISTING r 'Page Number 38 Designed By: Z.J.S.ENGINEERING SERVICES ,INC. Job # 20104-06 350 S�.Milliken,#A:ONTARIO,Ca91761 Janos Boros P.E. .PHONE (909) 974-4150' Date 2-08-2006 Reference:Oro,Products <Helder Mfg.> " Description: 30' x 30' x 16"' Page Number 3' Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 20104-06 - 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150, Date 2-08-2006 Reference:Oro Products <Helder Mfg:> Description: 30',,x 30' x 16' Appendix Find Capacity Of Wire Mesh Use 6 x 6 / 10 -10 -Cold Drawn Wire ASTM A-82 Ft = 30.0 ksi - Max. Tension Stress Fv = 45.0 ksi - Max. Shear Stress A- = 0.029- L .029L - Length Of The Hairpin TENSION .6x6/ 10-10 Wire Mesh L 2 - SHEAR H c L. Tension: 2 — sin 300 A Ft =,0.435 L ( kips ) 2 L ' Shear : 2 — cos 300 A Fv = 0.562 L: ( kips ) 2 0.997. L ( kips ) Length -Of Hairpin Capacity 'Of Wire Mesh L = 10.0 ft 9..9, kips L = 20.0 ft, 19.9' kips' L =.40.0 ft 39.9 kips R r c ..Page Number . 40 Find Capacity Of Hairpin i Use A 305: A-15 Intermediate Ft = 20.0 ksi•- Max. Tension Stress As - Area Of The Hairpin 2 Ft cos 300 As 34.6 As ('kips ) .. i Find Capacity Of Tierod .: Use A 305 A-15 Intermediate Ft = 20.0'ksi Max. Tension Stress As - Area Of The'Tierod , Ft As =•20.0 As ( kips ) Allowable Values s Size Of Bar Tierod Hairpin #3 2.2 kips 3.8 kips- #4 ips#4 4.4 kips 6.9 kips #5 6.2 kips 10.7 kips, #6 8:8 kips* 15.2 kips #7 '12.0 kips 20.7.kips #8 15.8 kips 27:3 kips.-. #9 20.0 kips 34.6 kips #10 •25.4 kips 43.9 kips #11 31.2 kips 53.9 kips < • .Designed -By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350.S.Milliken,#A.ONTARIO,Ca91761 PHONE "(909);974=4150 Job # 20104-06 j Date 2-08-2006 Reference:Oro Products <Helder Mfg.>. .Description:' -30' x 30' x 16' Find Capacity Of Hairpin i Use A 305: A-15 Intermediate Ft = 20.0 ksi•- Max. Tension Stress As - Area Of The Hairpin 2 Ft cos 300 As 34.6 As ('kips ) .. i Find Capacity Of Tierod .: Use A 305 A-15 Intermediate Ft = 20.0'ksi Max. Tension Stress As - Area Of The'Tierod , Ft As =•20.0 As ( kips ) Allowable Values s Size Of Bar Tierod Hairpin #3 2.2 kips 3.8 kips- #4 ips#4 4.4 kips 6.9 kips #5 6.2 kips 10.7 kips, #6 8:8 kips* 15.2 kips #7 '12.0 kips 20.7.kips #8 15.8 kips 27:3 kips.-. #9 20.0 kips 34.6 kips #10 •25.4 kips 43.9 kips #11 31.2 kips 53.9 kips < • Page Number 41 HORIZONTAL REACTION (kips)' .Designed By: Janos-Boros P. E.. Z.J.S.ENGINEERING SERVICES INC. 350•S:Milliken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 20104-06 - Date 2-08-2006 Reference:Oro Description: Products <Helder Mfg.> 30'-x 30' x 16' 0.00 - 2.20 HORIZONTAL REACTION (kips)' T.IE ROD HAIRPIN 0.00 - 2.20 (1) #3 ' (1) #3 x .10'-0"., 2.20 - 3.79 .(2) #3 (1) #3 x 10'-0:' 3.79 - 4.00. (1) #4 (1) #4 x 10'-0" 4.00 - 6:20 (1) #5 (1) #4 x 10'-0" 6.20 - 6.90' (2) #4 11) ' #4 x 10"-0" 6.90 - 8.80 (1) #6 (1) #5 x 10'-0" 8.80 -10.70 (2) #5 (1) #5.x 10'-0" 10.70 -13.30 (2),#6 (1) #6 x 1D'-0" ,13.30 -15.20 (1) #8 (1) #6 x 20'-0" 15.20 -20.00 (1)"#9 .'" (1) #7'-x 20'-0" 20.00 -20.80(1), #10" (1) #7 x 40'-0" 20.80 -25.40 W) #10" (1) #8 x 40'-0" 25.40 -27'.30 (1) #11 (1) #8 x 40'-0" 27.30 -31.20 (1) #11 (1) #9 x 40'-0" 31.20 -34.60 (2) #9` (1) #9 x 40'-0" 34.60 -40.00. (2)' #9 (1) #10 x 40'-0" 40.00,-50.80 (2)' #10 (2) #9 x 40'-0" 50.80 -60:20 (2) 411 (2) #9 x 40'-0" 60.20 -74.30. (4).#9 (2), #10 x 40'-0" Page Number : 42 I Appendix Allowable Shear (kips) For Bolts -Per Table V-4.5 of the Cold -Formed Specifications By AISI STEEL THICKNESS in. _ 1/4" Dia. Designed By: .Janos Boros P.E. 2.J.S.ENGINEERING SERVICES INC. 350 S:Milliken,#A.DNTARIO,Ca91761. PHONE (909) 974-4150 Job # 20104-06 Date 2-08-2006 Reference:Oro Products <Helder Mfg.> , Description: 30' x 30' x 16' 'A307 Appendix Allowable Shear (kips) For Bolts -Per Table V-4.5 of the Cold -Formed Specifications By AISI STEEL THICKNESS in. _ 1/4" Dia. 3/8". -Dia.' 1/2" Dia. 5/8" Dia. 3/4" Dia. 'A307 A325- A307' A325 A307 A325 "A307 A325 A307 A325 (GAUGE) 0.49 1.03 1.10 2.32 1.96' 4.12 3.07 6.44 4.42 9.28 .1046 (12) 1.97 1.97 2.95 2.95 3.94 3.94 4.92 4.92 5.91 5.91' .0747 (14) 1.41 1.41 2.11. 2.11 2.81 2:81 •3.52 3.52 4.22 4.22 .0598 (16) 1.12 1.12, 1.69 1.69 2.25 2.25 2.81 2.81 3.38 3.38 .0478 (18) 0.90 0.90 1.35. 1.35 1.80 1.80 2.25 2.25 2.70 2.70 0359 (20) 0.68 0.68 1.01 1.01 1.35 1.35 1.69 1.69 2.02 2.02 i Steel Members shall conform to Section 2230,A3, of the code. 20 ga, 18 ga - ASTM A 653 Grade -33 S.Q. with a minimum of•33;000 psi yield strength. 16 ga, 14 ga, 12'ga -,ASTM A 653 Grade%50 S.Q. with a minimum of,50,000 psi yield strength. ' • y y Page Number : 43 APPENDIX Section Properities Z 8.00 x 2.500 x.16 GA.' (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., Designed By: Janos Boros P.E.• Z.J.S.ENGINEERING SERVICES INC. 350 S.Mil1iken,#A.ONTARIO,Ca91761 ,PHONE (909) 974-4150 Job # 20104-06 Date 2-08-2006 Reference:Oro Products <Helder Mfg.> Description: 30' x 30' x 16' 2.5000 IN LIP LENGTH = 1.0000 IN APPENDIX Section Properities Z 8.00 x 2.500 x.16 GA.' (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STRESS) DEPTH = 8.00 IN FLANGE WIDTH = 2.5000 IN LIP LENGTH = 1.0000 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS = 0.1'000 IN THICKNESS = 0.0600 IN X -X AXIS EFFECTIVE PROPERTIES - LOAD DETERMINATION L Y LY LY2 IO TOP LIP 0.6697'` 0.4948 0:3314 0.1640 0.0250 TOP LIP CORNER 0.2042 0.0772 0:0158., 0.0012 0.0003 TOP FLANGE 1.7506 0.0300 0.0525' 0.0016 0.0000 TOP WEB CORNER 0.2042 0.0772 0.01.58 0.0012 .` 0.0003. FULL WEB OR WEB B1 1.3171 0.8186 1.0782 ' 0.8826 0.1904 EFFECTIVE WEB .. 6.2289 4.7255 29.4350 139.0963 20.1399 . BOTTOM WEB CORNER. 0:2042 7.9228 1.6179 12.8181 0.0003 BOTTOM FLANGE 2.1800 7.9700 17.3746 138.4756 0.0000 BOTTOM LIP -CORNER 0.2042 7.922.8 1.6176- 12.8155 0.0003 BOTTOM LIP 0.8400 7.4200 6.2328 46'.:2479 0.0494 SUM 13.8031 57.7714 350.5039 '20.4060 YBAR = 4.1854 IN r - X -X AXIS EFFECTIVE PROPERTIES - DEFLECTION DETERMINATION L Y LY LY2 IO TOP LIP 0.8119 0.5659• 0.4595 0.2601 0.0446 TOP LIP CORNER 0.2042 0.0772 0.0158 0.0012 0.0003 TOP FLANGE 2.1193 0..0300 0.0636 0.0019 0.0000 TOP WEB CORNER 0.2042 0.0772 0.0158 0:0012 0.0003 FULL WEB. OR WEB B1 7.6800 4.0000 30.7200 122.8800 37.7487 BOTTOM WEB CORNER 0.2042 7.9228 1.6179 "12.8181 0.0003 BOTTOM FLANGE 2.1800 7.9700 17.3746 138.4756 0.0000 BOTTOM LIP CORNER_ 0.2042 7.9228 1.6176 12.8155 0.0003 , BOTTOM LIP 0.8400 7.4200 6.2328 46.2479 0.0494 SUM 14.4479 58.1175 333:5014 37.8440 , YBAR = 4..0225 IN L. Page Number 44 Section Properities For 2 $.00 x 2.500 x 16 GA (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL.., SX FOR STREES) DEPTH = 8.00 IN FLANGE WIDTH = 2.5000 IN LIP LENGTH = 1.0000 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS- 0.1000 IN, THICKNESS = 0.0600 IN IX = '8.2539 •IN4 -SX = 1.8509 IN3 RX = 3.0762 IN IY = 1.2336 IN4 SY =0.4994 IN3 RY = 1.1892 IN AREA = 0.8722 IN2 WT = 2.97 PLF AEFF = 0.8,282 IN2 H/T = 128.0 MA =60.96 KIP -IN VA = 2.35*KIP J = 0.0010 IN4 IXY = 2.3427 IN4 IX2 = 0.5236 IN4 RMIN = 0.7748 IN THETA = -16.86 IN4 IY2 = 8.9639 IN4 BEARING LENGTH (IN 1 2, 3 4. ALLOW. END BEARING(KIPS) 0.6720 0.7680 0.8640 0.9601 ALLOW. INT. BEARING(KIPS) 1.3162 1.4537 1.5912 1.7287 Designed By: Janos Boros P.E.. Z.J.S.ENGINEERING SERVICES INC. 350 S.Mi1liken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 20104-06 Date 2-08-2006 Reference:Oro Products <Helder Mfg.>. Description: 30' x 30' x 16' Y -Y AXIS.PROPERTIES Section Properities For 2 $.00 x 2.500 x 16 GA (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL.., SX FOR STREES) DEPTH = 8.00 IN FLANGE WIDTH = 2.5000 IN LIP LENGTH = 1.0000 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS- 0.1000 IN, THICKNESS = 0.0600 IN IX = '8.2539 •IN4 -SX = 1.8509 IN3 RX = 3.0762 IN IY = 1.2336 IN4 SY =0.4994 IN3 RY = 1.1892 IN AREA = 0.8722 IN2 WT = 2.97 PLF AEFF = 0.8,282 IN2 H/T = 128.0 MA =60.96 KIP -IN VA = 2.35*KIP J = 0.0010 IN4 IXY = 2.3427 IN4 IX2 = 0.5236 IN4 RMIN = 0.7748 IN THETA = -16.86 IN4 IY2 = 8.9639 IN4 BEARING LENGTH (IN 1 2, 3 4. ALLOW. END BEARING(KIPS) 0.6720 0.7680 0.8640 0.9601 ALLOW. INT. BEARING(KIPS) 1.3162 1.4537 1.5912 1.7287 7 APPENDIX Y -Y AXIS.PROPERTIES (GROSS SECTION) L. X LX LX2 IO TOP LIP 0.8400 2:4401 2.0497 5.0015 0.0000 TOP'LIP CORNER 0.2042 2;3928 0.4885 1.1689 0.0003 TOP FLANGE 2.1800 1.2200 2.6596 3.2447 0.8634 TOP WEB CORNER 0.2042 0.0472 0.0096 0:0005 0.0003 FULL WEB OR WEB B1 7.6800 0:0000 0.0000 0.0000 0.0000 BOTTOM WEB CORNER 0.2042 -0.0472 -0.0096 0.0005 0.0003 BOTTOM FLANGE 2.1800 -1.2200 :-2.6596 3.2447 •0.8634 BOTTOM LIP CORNER 0.2042 -2.3928 -0.4885 - 1.1689 0.0003 BOTTOM LIP.. 0.8400 -2.04401' -2.0497 5.0015 0.0000 SUM 14.5367 0.0000 18.8312 1.7280 XBAR = 0.0000 IN y Section Properities For 2 $.00 x 2.500 x 16 GA (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL.., SX FOR STREES) DEPTH = 8.00 IN FLANGE WIDTH = 2.5000 IN LIP LENGTH = 1.0000 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS- 0.1000 IN, THICKNESS = 0.0600 IN IX = '8.2539 •IN4 -SX = 1.8509 IN3 RX = 3.0762 IN IY = 1.2336 IN4 SY =0.4994 IN3 RY = 1.1892 IN AREA = 0.8722 IN2 WT = 2.97 PLF AEFF = 0.8,282 IN2 H/T = 128.0 MA =60.96 KIP -IN VA = 2.35*KIP J = 0.0010 IN4 IXY = 2.3427 IN4 IX2 = 0.5236 IN4 RMIN = 0.7748 IN THETA = -16.86 IN4 IY2 = 8.9639 IN4 BEARING LENGTH (IN 1 2, 3 4. ALLOW. END BEARING(KIPS) 0.6720 0.7680 0.8640 0.9601 ALLOW. INT. BEARING(KIPS) 1.3162 1.4537 1.5912 1.7287 7 Page Number : 45 Appendix Section Properities For C'8.00 x 2.500 x 16 GA I (1986 AISI, 55.0 KSI STEEL; -IX FOR DEFL., SX FOR STRESS) Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 20104-06 Date 2-08-2006 Reference:Oro Products <Helder Mfg.> Description: 30'.x 30' x 16'• •LIP LENGTH = 0.7500 IN Appendix Section Properities For C'8.00 x 2.500 x 16 GA I (1986 AISI, 55.0 KSI STEEL; -IX FOR DEFL., SX FOR STRESS) DEPTH = 8.00 IN FLANGE WIDTH = 1.5000 IN •LIP LENGTH = 0.7500 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS = 0.1000 IN THICKNESS = 0.0750 IN X -X AXIS EFFECTIVE PROPERTIES - LOAD DETERMINATION L Y LY LY2 IO a TOP LIP 0.3281 0.3230 0.1060 0.0342 0.0029 TOP LIP CORNER 0.2034 0.0765 0.0156 0.0012 0.0003 TOP FLANGE 1.7379 .0.0295 0.0513 0.0015 0.0000 TOP WEB CORNER 0.2034 0:0765 0.0156 0.0012 0.0003 .FULL WEB OR WEB B1 1.2917 0.8048 1.0396 0.8367 0.1796 EFFECTIVE WEB 6.0844 4.7988 29.1979 140.1143 18.7707 BOTTOM WEB CORNER 0.2034' 7.9235 1.6118 12.7710 0.0003 BOTTOM FLANGE' 2.1820 7.9705 17.3916 1.38.6200 0.0000 BOTTOM LIP CORNER, 0.:2034 - 7.9235 1.6115 12.7684 0.0003 BOTTOM LIP 0.5910 7.5455 4.4594 33.6487 0.0172 y SUM 13.0288, 55.5002 338.7972 18.9717 YBAR = 4.2598 IN. X -X AXIS EFFECTIVE PROPERTIES - DEFLECTION DETERMINATION L Y -LY LY2 IO TOP LIP 0.5910 0.4545 0.2686 0.1221 0.0172 TOP LIP CORNER 0.2034 0.0765. 0.0156 0.0012 0.0003 ,TOP FLANGE 2.1820 0.0295 0.0644 0.0019 0.0000 TOP WEB CORNER 0.2034 .0.0765 0.0156 0.0012 0.0003 FULL WEB OR WEB B1 7.6820 4.0000 30.7280 122.9120 37.7782 BOTTOM WEB CORNER 0.2034 7.9233 1.6118 12.7710 0.0003 BOTTOM FLANGE 2.1820 7.9705 17.3916 138.6200 0.0000 BOTTOM LIP CORNER 0.2034 . 7.9235 1.6115 12.7684 0.0003 BOTTOM LIP 0.5910 7.5455 4.4594 33.6487 0.0172 SUM 14.0416 56.1664 320.8464 37.8139 YBAR = 4.00bo.IN Page Number : 4E Designed By: 2.J'.S.ENGINEERING.SERVICES INC. Job # 20104-06 Appendix 350 S.Milliken,#A.'ONTARIO,Ca91761 -Janos.Boros P.E. PHONE (909) 974-4150 Date 2-08-2006 Reference:Oro Products <Helder Mfg.> Description: 30' x 30' x 16' Section Properities For C 8.00 x 2.500 x 16 GA. (1986 AISI, 55.0 KSI•STEEL; IX FOR DEFL.,,' SX FOR STREES) DEPTH = 8.00 IN FLANGE WIDTH 2.5000 IN .-LIP LENGTH = 0.7500 IN LIP ANGLE 90.00 DEG INSIDE RADIUS 0.1000 IN THICKNESS = 0.0590 IN IX 7.9057 IN4 SX 1.6807 IN3 RX = 3.0891 IN IY = 0.6829 IN4 SY = 0.3763 IN3 RY 0.9079 IN AREA = 0.8285 IN2 WT ='2.82 PLF AEFF = 0.37687IN2 MA '=55.35 KIP -IN VA = 2.23 KIP J 0.0010 IN4 BEARING LENGTH (IN 3 4 ALLOW. END BEARING(KIPS) 0.6449 0:7383 0.8318 0.9253. ALLOW. INT. BEARING(KIPS) 1.2680, 1.4025 1.5370', 1.6714 Appendix Y -Y AXIS PROPERTIES (GROSS SECTION) L X LX LX2 IO c TOP LIP 0.5910 2.4411" 1.4427 3.5217 0.0000 TOP LIP CORNER 0.2034 2.3939- 0.4869 1.1656 0.0003 TOP FLANGE 2.1820 1.2205 2.6631 3.2504 0.8657 TOP WEB'CORNER 0.2034,'0.0470 0.0096 0.0004 0.0003 FULL WEB,OR WEB.B1 7.6820 0.0000 0.00001, 0.0000. 0.0000 BOTTOM WEB CORNER 0.2034 0.0470 0.0096 0.0004 0.0003 BOTTOM FLANGE 2.1820 1.2205 2.6631 3:2504 0.8657 BOTTOM LIP CORNER 0:2034, 2.3939 0.4869 1.1656 0.0003 .BOTTOM LIP 0.5910 2.4411 1:4427 3:5217 0.0000 SUM 14.0416 9.2045 15.8761 1.7328 XBAR = 0.6555 IN r Section Properities For C 8.00 x 2.500 x 16 GA. (1986 AISI, 55.0 KSI•STEEL; IX FOR DEFL.,,' SX FOR STREES) DEPTH = 8.00 IN FLANGE WIDTH 2.5000 IN .-LIP LENGTH = 0.7500 IN LIP ANGLE 90.00 DEG INSIDE RADIUS 0.1000 IN THICKNESS = 0.0590 IN IX 7.9057 IN4 SX 1.6807 IN3 RX = 3.0891 IN IY = 0.6829 IN4 SY = 0.3763 IN3 RY 0.9079 IN AREA = 0.8285 IN2 WT ='2.82 PLF AEFF = 0.37687IN2 MA '=55.35 KIP -IN VA = 2.23 KIP J 0.0010 IN4 BEARING LENGTH (IN 3 4 ALLOW. END BEARING(KIPS) 0.6449 0:7383 0.8318 0.9253. ALLOW. INT. BEARING(KIPS) 1.2680, 1.4025 1.5370', 1.6714 Page Number.: 47 Appendix ' PITTSBURGH TESTING -,LABORATORY . • 1460 LAME^•VlM 1 MOOATW.. CKSOMVIL.Le. FLORIDA aloe . AREA CODE to"% 7-` ^'- FTA -LOCA Cac.' No. EMS STRAND _ -Per ASM -A673- Site Designed'By: Janos Boros P.E. 2.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 -PHONE (909) 974-4150 Job #- 20104706 Date 2-08-2006' Reference.:Oro Products <Helder Mfg.> Description:130' x 30' x 16' 1/t": .1/2" Appendix ' PITTSBURGH TESTING -,LABORATORY . • 1460 LAME^•VlM 1 MOOATW.. CKSOMVIL.Le. FLORIDA aloe . AREA CODE to"% 7-` ^'- FTA -LOCA Cac.' No. EMS STRAND _ -Per ASM -A673- Site EYEBOLT Size ' LIN. ASSEMBLY Breaking Strength, Pounds • De SIc cJ WI -M A 106cr9 a %^"rYOv� PVC 230 BA 1/t": .1/2" 16.630 %sic— I FVC 112 BA; 5/16" � S/8'• 11,200 1 • 1 FVC 175 BA 3/e"` S/8" 15.400 lt'loo FWC'617 BA ' 7/16" 1/:" 20,800 l0 A00 t - i/2•• 7/8". � ilipSO' r FVC 500 •BA- 26:900 Tests were conducted using che.ylo-Loc Strand Crips. FVC EHS•scrand and FVC eyebolts as set [orf/" In the above cable with all tested assemblies providing at least 1002 of the strand toted breaking' load par ASTM -A673. - S 11 NW000 . Certified ffPITTSBURGH TE TING LABORATOR No. 26771 Charles L. Hoere , P. E. . . .p stere or �r ' �c�'TTERE 0 aENG`��, • -FVC guarantees chat all cross brace assemblies fabricated in accordance with the above table vill meet or exceed the specified minimum assembly bteaking strength. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR �r 7 County Center Drive Oroville, CA, 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING April 13, 2006 Michael Wheat 522 South Indiana Street E Anaheim, CA 95805 Subject: Building Permit 06-0600 (APN 027-320-025);'Metal BuildingType Dear Applicant/Representative: The Butte County Department of Development Services, Planning Division, has reviewed the submitted permit application, and requires the following, revisions to your site plan, or information in order to continue the review (this may be for notification ..purposes, please see below): ❑ Creation Deed ❑ Site Plan Resubmit — Follow Requirements ❑ Erosion Control Plan ❑ Setback Conformance ❑ Watershed Protection Zone ❑ Front Yard ❑ Cohasset Specific Plan ❑ Side Yard ❑ Subdivision Map Note ❑ Rear Yard ❑ Off -Street Parking; Development Standards • ®Special Setback or Parcel Limitation ❑ Parking for 'Specified Use ❑ Federal Aid Road/Arterial ❑ Lot & Landscaping Requirements ❑ Easement ❑ Oak Tree Plan ® Subdivision Map Condition/Note enclosed ❑ SRA Setback* ❑North Chico Specific Plan — Erosion Control ❑ Fire S rinklers* ❑ Notification Only — No Action Required ❑ Other: rtre sprinmers, ana me 3nA setoacK are not requirements for the Planning Division approval, and this notification is for informationalpurposes, however_ it may required for the issuance of a building permit. 4° ^The requested information, or notification, is described on the included hand-outs. You will also be given some brief direction, on the following page, of how the information should be submitted or returned to the County. Should you have further questions please contact me between the hours of 8:00 a.m. and 4:00 p.m..Monday through Friday at (530) 538-7603, or the appropriate Department/Division identified in the hand-out. Sin erely, s o ley Associate Planner Cc. Phil DeCann Subdivision Map Note/Condition Map notes and conditions are a normal aspect of a subdivision (final) or parcel map. They generally address state and local law, and specific subjects or issues pursuant to the map's approval, and selling of the lots. The notes or conditions that apply to this property are indicated on a separate sheet of paper. Please address requirements of themap note, and please return a site plan or required' information to the Planning Division at: Department of Development Services Planning Division 7 County Center Drive L Oroville, CA 95965 Mitigation/Condition Notes: ® See included sheet(s) of paper Note: If the note has already been addressed on the site plan, or does not require any action, please use this as information/notification only. V/ �p+� • ppa (2 AC• el ) /p ��- 2977 0R1&4 .s.vEEr 2 -5.,90 AC h y0 e.,xv-.4. ) for Z4 p S.00 AC. S.D.A Q AC[ lv0' /Hill /?llE'S SWOWN WRq.=VA1 A,?E Nj7N-EXC141S/!FE MSL/C EASEMENTS O .BE REQ?i�1Fp 1N OEEDS, ,4N0 ,411E f!£REBY OFFERED FOR PEOICAWA/ TO Oelr7'E CMIA/TY. 9) 7 E ROADS W17AelV T///S SU8fl/Y1W I V WERE NOT OES/IsNED OR CONST?11CTE0 T4 COAfRZY i lrV FOR R,949S TO B€ ACCE?TED .BY 77.1E CMMITY ,9VR N!A/A/TiV1A1 /1 r4r •r .3) TALE Two ACRE$ OF I1's"le 6 SEW,4GCE D/SROSAL AREA IS AMIWAI •- F/AIAW;r ,WEO OA/ E,44 -N RMWEL (Z,4,r C!r.0-4) - 4) NO W,47•ER W£LL S TO BE- L OC.4TED w/TN/A/ /00' OF 7Ws USEASLE AREA OW PA,?CEL S 19, ZO, 30 leg/. 5 ~.4ivT�,t/E,p�,?,!7EAy ;'A,PE�,GEAC/•„�F/ECD• '.�'?EE • S'ET�gC.t', .4.�£_ AS . �B4�ll D/N'y^'�S+ET�iOC'k .gR.Ei49:� . (6) 1749 C). R. 251 -EASEMENTS RFiC•ECT THIS OeOPE2TY, E.YgCT GOC.QT/ON 15 NOT DESCRIBED 1AJ DEED. , SITE PLAN REVIEW APPLICATION Date: '1 1 Bin Number Permit Number (if applicable) t ` -APPLICANT INFORMATION Parcel Size: LIU S - Owners Name: Owners Address: Telephone No.: Situs Address: Email Proposed Use: Residential ` ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ . Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial e ❑. Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Commercial Remodel ❑ Industrial Remodel Other ' IS Septic❑Well Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A ❑ Other: Brief Explanation (if necessary):_ DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ' Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval i Sit lan Stamped Approved By _ Date 0. ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attached) • 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 (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------=------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: /� -r Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. CDF approval needed for encroachments into SRA setbacks. Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side ` Side Street Rear 5 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. CDF approval needed for encroachments into SRA setbacks. Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation - - ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ' ❑ Other ---------------------------------------------------=--------------------------------------------------------------------- Subdivision Map Special Fees Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map)` * Check with school district to verify actual fee.if pre -application review. A final determination will be made at the time of the building permit 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 ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone. Meet current Environmental Health Department requirements. ------------------------------------------------------------------------------------------------------------------------------ ❑ Subdivision Map/Parcel Man: �-t�( Map Date of Recording: 6- 7- ru6 S - Lot: IZ-57— ❑ Use Permit/Minor Use Permit Permit Number: Book: (bV Page: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. 7 0 OWNER S CERT/f/CATE WE /TARPAC/f/c INYHTAIEM! INC. dOWNER9 OF TNAT CERTAIN LONG AS SHOWN ON 6ARN4M SUBO/Y/S/ON "dAIO ORGY/LCE T/74 E COMPANY 49 r1ft07EE LOWER OEEO OF TRUST DATED J61LY /4 //B! 4N0 RECORDED OEP7. O //B,3 /N BOOK 1049 OFFICIAL ?EGOROS, /30�iE 90 ANO QQOY/LCE 7/TGE CCWIPANY A9 TRL JTE6 UNDER THAT CERT4/N OEEO OF TRUJT A4TE0 ✓UCY!!, 9, ANO RECORDED SEPT. B. "" /N 4~ 1049 OFF/C/AL IWORGl9, PAGE 94 00 WEAEQY CERT/Fy TNAT WE ARE THE ONLY PARTIES WNOJE COAUwr IS NECESSARY TO PASS CLE419 T/TLE 777 "/49 LAND ANO WE HEREBY CONSENT TO THE 11114111/ON 440 RECOROAT/ON OF J4/O M4P. ?Td? PdC/F/C /NVEOTMINT?, INC. Bye 1'' 22:3 __ OROV/LLE TITLE CONAONr A CORP. BYI_L�� JTATE OF C4L/PORN/47S.S. CO//NTY OF BUOTJT(E J ON 71V/S.7_GIAY LV' AO/u a- rygSBEFO?E ME, THE ONO[?✓/BNEO, A 110 NOTARIf f /N qN0 FpP S4/O JlgTE, PERJON4LLY 11114�AJ KNOWN 7H ME 7b BE 7N0 t //_E 0. 1 TW1 CORigPAT/ON TNOT EXECUTED 7NE W/TN/N /NJ7RUMENT, KNOWN 70 ME TO Be T,YB PCRJON WNO EXECU7E0 TWE W/TN/N /N✓TRUMENT, ON BEHALF OF TNF COR,q;14gT/ON THERE/N NAMED RNO ACXNOWZe.Md*0 Tri ME TNIrl CC/A/ 10111,111/ON EYECUTEO 7NE DAME. W/TNE./✓ My NAND ANO LKF/C/AL SEAL FSB io . 1989 MY COMM/✓S/ON EXPLRE✓ T/ONA/TUAE ........ .............. � pLAA r, UPOMS. PR/NTEO NAME �.........................q STATE &A ef4lFORN/A) J✓ CO61NTy OF BUTTE J ON TN/✓R4 OAY OF /9E BEFORE ME 7NE IIWPMW/ONEO, A NOTARY PC�Q(/C AN R JA/O JTOfE, AYRJONALGY OOPEA,1EOOM4� �� KNOWN 7b ME 7YJ BE THE Y rl r exe/ VN THE1 OAA 170 TNAT EXECOTEO T Al W/TN/N /9 7)V,- HENT, KNOWN TO ME 777 QE THE PIRJON WNO EXECUTED 77/1W/TN/H 1"rfLMENT QV BEHALF OF 7'11,fCO?PO?AT/ON THERE/N NAMED ANO ACA'NOWC F,96,-0 777 ME TNAT ✓/K'N CORR7.PAT/O.✓EXECUTEO TWE SAME. W/rNES✓ MY NANO ANO OFF/C.AC DEAL MY COMM/JJ/ON 6XAYRE9 J/ONATURE ' aNBsr 6 SHEET 5 a[asff•l`.Tn�riM pA/NTE fes_.•._._ 24 p/ 23 gZea¢�,a, i2eE�,�ALG is_9i �'L 9/- 999.2 SUR�EYOLP'4 CE�PT/f/GATE _ /NfRE4Y CERT/FY TNAT / AM A LICENSED LANG SUmew OF THE bITATE OF CAL/FORK/A, TNA MAR OF PARHAM J61B0/V/J/ON"CORRECTLY REPT. S r Ir i MAGE C9MPC A/Y AS 5/w/o 9/ON 0 ✓ 7 /r /f TRUE AND FTE Af SHOWN 4N0 S,vtOWN TNEREPN EX/S7 ANO ARE OF- Y THE ROS/T/DNB /NO/CATEO AN �A ls'/hSSY, N, 777 ENABLE T//E SC R✓EY 70 BE AiE7R O.y /GHAA /A ?T LE 4102 40!/A17Y SURVEYOR'S CFRT/F/CATE / HEREBY CERT/FY TN4T / NA✓E EXAM/HED 7NE F/NAC MAP PORNAM BUBO/YA9/ON"TNAT'/T /f fUB9TANT/A[LY THE J'AME A9 11111110 ON THE YENTAT/VE MqP ON F/LE, ANO ANY AIPROVEO 1047E?AT/OA/9 THE?EDF, TNAT ALL THE PRt7V/S/PAIS OF THE SUQO/V/S/ON MAP ACT OF THE STATE OF CAL/FOAN/A ANO ANY LOCAL OAA/MANCE APP[/CA9LE AT TWE T/ME OF APPROVAL OF9A/O YENTAT/(/E MAA NAYE BEEN MAIPC/EO W/7AV ANO ow AM SAT/fF/EO TNAT THE MAP A9 TECNN/[AGCY dAA- . COR?ECT• Gly, • W/[C/1M C F Gtr- N0 ES CO Y SU?YEYOA • z1. COCA'[ - MAP 15 ON SMCCT � Z . J. "OTOS PP EMATGGAPRmAM 3UaEE-� ARE LIN J-6 r =Z. 4. aN6B7 SCMBNAT/C 1 ON 3MEETs/y�./ SHEET -a. S. CON TRUGTEO ro conPLr W1 N 3T N .5 — VAo5 TO Da ACCHPT EO SY TMC CpU TY FOR M—TENANC2, 6 TMH TWO 4C.QG2 OF V3 10 6wA46 O/SPO 3AB --A.la SHOWN V'HATCMOD ON EAC" RCEI_ /X AC. u- AJ -( I SHEET SCNEMAT/C SNE6T2 aMbCT3 aNBsr 6 SHEET 5 • /o 24 p/ 23 /3 I Li 5 4 29 W Itl n Ii ZS _4 d7 Z2 A? 6 L \ \ /5 7 ZO ' /Y /T :4 /B /O 9 /00-3/ CLAW AICAWR WAW OF SUPELPf�/SO,PS Cf,PT/f/l',4TE / HERE9Y CE?T/FY THAT ON TNE.AA-DAY OF-Ta"—/985, THE aur7E COUNTY 90ARO 0F.91CaE?VA3O?f OFF/C/AGCY APPROVED 7HE SUQD/V/J/ON MAP OF "PARHAM SUBO/Y/f/ON .' TME REO -/PT OF "r;14,qFFACTOR , ✓ECL/?/TY /N THE AUD/TORS EST/M.9 TEO AMOLA/T OFldkap 70 70 INJURE P./YMEA/T OF TAXED I W/NC// AREA LIEN BLIT NOT rer RAYA9CE WAS ACXNOWL EOGEO. TWE £AJEALENTJ OF/FRLO fOR AMOK aW W, ClN ARf wr Acc4,r,0 Ar 77//f r>ME. A?T E4 -::I N/C OL 9 CL RNn/CKTN-E-pOARO OF SUPERY/SOBS By"OEP /QTY A1101YOB'S CEQT/F/CA_TE / JAMES C. ✓OWANSEN dU0/TOR OF THE OOUNTyOFBUTTE, STAT�OF COC/FO?NiO, oo mcRE9Y CEOT/FY TNAT THERE AaE A/O TOX C /ENS ABA/Nf7 PARHAM 91140/0/0/0N :Of NEAE/N ter FORTH, 00 /AlA/D STATE, COUNTY MUN/C/POC O? LOCAL TAXES, EXCEPT TAXE9 OQ 9PEC/4L A95ESSMEN7S NOT YE7 04Y494E. TAX -9 Oa ,495E55MEA/7S Wa/CH dRE AC/EN QUT NOT YET ACYABLE• /EST/MATE TO BE /N THE AMOUNT OFy,/��-)9 OEPOf/T al WN/CN /f WE,1E9Y ACNNOWL EOi6ED .4 n / , �f ✓V1r0,VEN • COUNTY AUO//fOR By, 4bAlf��is.�� 011111 COUNTY RECORDER'S CER7/F/CL47if PECORDEO /N TMC OFF/CE OF rNC RECOPOEP OF THE COUNTY OF BUTTE JTATE OF CAC/PORN/A A7 THE REOC�EST OF QARNHART-BROWN ANO .QSSOC/ATPS TSV/f_LTJ7 0A{� pOF 7/A, roAS,AT 00 M/�/�E4_ La.Q�g'O [LOCKPE3 /N QOONGO� OFMAP9 AT PABE9• 396180/61/i1VT/ON A/! .� 5 / ~ SER/AL N! 5- /4P %41.2 "a 'o_ je, ELESIA/.117 AL 9ECKER GOUA/TY RECORDER PARHAM SUBDIVISION A POP TION OF SECTION 13, 718 A, 174E, M.D.M., /N ME UN/A/CO/IMWATE0 Al?" OF .BUTTE COC/NTY, CAL/R7/7N14 m YAA 11 Vj 14 ki v. to A % , ff NOTES: to n I2 • :i .% \ \ I I.J aysolvlslDO15.I WERE THIS Desl4Neo OR CON3TRU4 TED TO COMPLY WITH ' I STA NOARD3 FOR ROADS TO BE ACCEPrEO BY 77 -COUNTY FOR 535.971 \_ ::_I MAINTENANCE. I 1 NB/°5/'o7•E ; \ \ ,`1 \ \ \ Bj\ I 1•• •- 2� THE W. ACR63 OF USEABLE J 3BWA&E 013POSAL AREA 13 PA CEL (ZAC UHAT�U.S.O.HED A) EACH y ` 1 •1\` .1 1 V 1 1` 1_ 1 1 \ [/\ SCALE 1 --loo' ZI 22 ./ 6\ SNEETPJ ACCESS NEMATICP SCALE SC / :fA00' V ;� gq 1 ��i 11```1,`` � 1 1 1 , 1/O '• 1,�1` \ �` Q, ZZ. H 23 74 • g `� \ ;� - • • \'` i .` 11\ \ � \ ' � � �` P \/ z7 z6 zv is If If \ ^I 1 `• . \ \ •�• .9 I •-SET 9r° MAPS 23,24 3 �•1102 (R)- 23 ,244 , zary 0 o I \\ �V • y' � � `` 0 'lo [or Z/ EA9T 558 9l'` `i \ - l hy1 M1 p9 •' , 1\ \1� R i_p P A45 oRSdQj_ T\ ` M1 - _ T Vu 1 `, °S ``1t 11 4oNhhh 'N h ga,Ac V y h��WOpop 8 ,O a .12 Ac. C/s'o.R.J lOr 17 IN sB, C m N 144.79' 15/. ALTA MSA— sd5ss LANE I e NB3 T/31'/V 1` \ tt a 4?7.7G• -• 247.,4' ` v , \ \ ' ( 2 S � _ _ _ SO B.SL - 50• B.':Z-77 I.�� b w ,y 60' /I✓PNE •• \ I . %\� - 0-777 j :_ I` 1 O.a. ,44 / I Z ` SEE S//EET •¢ j I, 9 9/- 9 9 9.2- NOTE -,S: L) TNG ROADS WI7N/.V TM/S SUBD/VIs/ WERE A/OT DE3/6uW OQ CONSTRUCTED 7b COMPLY W/7N ,STANDARQS xw ROADS TO BE ACCEPTED BY 77AE CW"rY FOR MA/NTCMgMCE. 2) THE TWO ACRCS OX USEABLE JGWA6E DISP03AL AREA /3 5NOWM UNNATCNED OM EACH PARCEL (2AC. U.S D.A.) . � �� ex ;o 9/-9'79.2- SEE SHEET 3 / 22 5EE 5NEET 5 fNEET 5 SHEET 547//EMAT/C 40'R W AO.S (SFE rI 3NEE7 2� 2977 O.R. /06 J A [E6EN0 *—SET fy'RFBOR [9.4tOY (R)- 9(A MAP5 Z3.24 3 h 0 O r 'ase : os • — O O W W � .Q y o p td 14 mapN. W ` W �re;os a ��z N L dJ h 5�' •(d'I _ - 74101 .dd"MB6 A{,Ob OZo/o/v � - , �yv ~O �om tiJ t Q Q Q N vmm � P • WSJ _ J r 'ase : os h — O AVA W � .Q y o p �h2 V W . �re;os as 2:0 2 ms ZRph VV L dJ h 5�' vN oo �yv ~O �om tiJ t Q Q Q N vmm � P • WSJ _ J a A /. WW y V \l •ND Q r h O Q W � .Q y o p �h2 V W . r eJi v O W � .Q y o p �h2 V D V 24t, n: as 2:0 2 ms ZRph VV L dJ oo �yv ~O �om tiJ t h Q Q N vmm � Zhu O0� • WSJ _ J l SITE PLAN Assessor's Parcel Number: © 0 — F31 0 -- 0 0 Scale: 1" = `� Owner Name �//CHf/ L, MEA� A�� p1me ays�Jrer'�4r ' `irl. i Address / Phone No. 0.4 !Z2& Site Location ,cor Zoning: -- Contact: Narne P/ /.0 Phone� I PJ �9�7� � 7 70 od�,,,,�,n„� _i FOR OFFICE USE ONLY General Plan. Desig: Size, Acres I----- -- - ---- a.cm PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: - GEN PLAN.- USES: LAN:USES: - Lan&CTM pwid, .............. ............... ..................... .................... ...... ...... ...... ...... ............ I ...... ....... I ............ ................... ....... .................... ...... ....... 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A�essoes Parcel Number: M �FZI — F31 M 0 — F21 E 1;1 Scale: 1" Owner Name 7— - /=dress -/=dress / Phone N o. SQ. Z,�,? Site Location Contact: Name a��z a�rvi/' Phone FOR OFFICE USE ONLY, 1 Zoninn: Z General Plan Desig: c1d", Size, Acres 'SZ2 go '5?�l PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN. - USES: DESIGNED BY _ ZJ EngineeringS Services Inca y • 350 S. MILLIKEN AVE., SUITE A ONTARIO, CA 91761 { PHONE: (909) 974-4150 FAX, (909) 974=4153 TABLE OF CONTENTS y MN z 00 C-1 COVER SHEET - N ' F-1 FOUNDATION PLAN. Z�' A �.T uo 0 w 1Wo S-1 ROOF PLAN oU opN wo &o¢ S-2 -CROSS SECTION/DETAILS _ uffl S-3 ELEVATIONS/DETAILS i 10 C C Q R Lu A j - _ •_ � L ism • - - - - SETTING PIAN PRIOR TO PLACING OF ANCHOR BOLTS IN CONCRETE ,'UNIFORM BUILDING CODE' 1997 EDITION - ` 11. ANCHOR eCIVs MUST: BE TIED IN PLACE .PRIOR TO FOUNDATION INSPECTION. - y • - 12_ ALL CONSTRUCTION JOINTS SHALL BE KEYED OR DOWELED. AMERICAN WELDING SOCIETY" - - • 13. WELDED,",1RE'•MESH SHALL CONFORM TO ASTM A-165. ` '• 14. 'STRUCTURAL WELDING CODE' AWS- 01.1-98 ALL PLUAIOING.:EILECTRICAL OR MISCELLANEOUS STUB OUT SHALL BEA - , • �. i' i - - MINIMUM OF NINE INCHES (97 CLEAR OF THE OUTSIDE OF CONCRETE IN ORDER TO' CIEM WALLS. METAL BUILDING MANUFACTURER'S m tATIOM , - FOR I W CONCRETE NOTES: BUILDING SPECIFICATIONS, _ HE LD E -R _ 1111 F G _ L • • 1. ALL CONCRETE SIiALL WITHSTAND 2500 LBS. PER SQUARE INCH ULTIMATE' - COMPRESSNE STRESS AT 28 DAYS +e- • THIS STRUCTURE HAS BEEN DESIGNED AND DETAILED FOR THE LDADS AND ' CONDITIONS SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL , SYSTEM OR REMOVAL OF ANY COMPONENT . PARTS, DR THE ADDITION - OTHER - ° - oTHERWIs_9 NOTED.. GENERAL NOTES ■ , - 2. ALL LOAD'SEARING FOOTING SHALL BE A MINIMUM OF TWO FEET (2'-07 C13NSTRUCTMN MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE AND - ,_ OF MAY SUPERSEDE D�Si�N CALL OUTS. CONTACT THE LOCAL BUILDING ' - • BELOW NATURAL GRADE. ALLOWABLE SOIL BEARING PRESSURE IS 110002 •DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. DEPART FOR NMIAIUA) DEPTH REQUIREMENTS. ERECTION BRACING SHALL BE THE RESPONSIBILITY OF THE ERECTOR AS PER N.BNA ' _ PER SOUARE.FOOT PER TABLE 18-1-A 1997 U.B.C. ZJS ENGINEERING SERVICES, INC. WILL ASSUME NO RESPONSIBILITY FOR ANY . (10 P.O. BOX 2446_ f • ' O �' LAADS NOT INDICATED. ^ STEEL o�OTES: - 1: ALL CONRuenoN To GoMPLY WITH n+E LATESTESE EDITION of U.B.C. AND` PURCHASER APPROVAL COMPANY: MARYYSVILLE, CA 95901 Of LLI > 3. CONTRACTOR SHALL INFORM THE ENGINEER OF ANY OISCREPANCIES.'OMISSIONS ERRORS OMQ BEFORE N��ON. OTHERWISE, IT SHALL BE THIS METAL BUILDING IS DESIGNED WITH M.B.MA (METAL'BUILDING MANUFACTURER'S ASSOG) O - 7' E D ORISIEK7 WITH SIGNING PARTY: - MAVE rW10 17 10 BE [DIRECTA 2 ALL MACHINE BOLTS TO COMPLY WITH AS.T.M. A-307. ` , CDRATANC - O OU DOR ONE TH BYP TINE ENGINEER '• STANDARD DESIGN PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND '. MT ( a ) THTENI AND AH95T. I ( WE ) MEREBT REgEit FAWJ- • • ' ' 3. ALL HOT-RO OR COLD ROLLED SHEET AND STRIP USED �N FABRICATION CATION BE CUSTOM, AND ACCEPT ALL PIRLHAAR RESP061BD.ITIES • TITLE: OF COED FORMED STRUCTURAL MEMBERS SHALL HAVE A MINIMUM YIELD PHONE:' (916) 742-5257 ' 4. THEENGI;:EER. ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION SUPFRVISYON RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES, AND ARE ACEPTED PRACTICES IN THE LOW RISE METAL AND AGRICULTURAL BUILDING F - , • 4- COLD FG%MED STEEL SHALL BE IDENTIFIED BY THE FABRICATOR IN - - OR DEVIAP,ON FRO::,l•TINESE•PL1NS WITHOUT PRIOR WRITTEN APPROVAL: INCDUSTRY.. - ACCORDANCE WITH 1997 U.B.C. CHAPTER 22 DIVISION V.., THIS AS.T.M. , SPECIFI0k ION DESIGNATION AND YIELD STRENGTH SHALL BE INDICATED CONFIDENTIAL - THIS DOCUMENT.AND THE INFORMATION _ S. ALL RONroRciMc' TURs sNA L'coNFORM TO wS.T.M A-615, GRADE 40. 1 ' ' CONTAINED HEREIN. ARE THE PROPERTY OF THE LAP A MIN;MLM OF 40 DIAMETER AT SPLICES ' ' •' AMERICAN INSTITUTE OF STEEL' CONSTRUCTIONI - - • ABOVE MENTIONED COMPANY -AND CAN BE USED ''6. ALL ANCHOR BOLTS SHALL PROJECT FROM THE SAME ELEVATIONS ALL ANCHOR DOLTS TO CONFORM WITH A.S.T.M. A-307. 'SPECIFICATION FOR THE DESIGN, FABRICATION -AND ERECTION OF STRUCTURAL • •7. - ONLY BY THE CUSTOMER THE ADDRESS I - ALL CONSTRUCTION SHALL COMPLY WITH THE U.B.C. LATEST EDITION AS AMENDED • STEEL FOR BUILDINGS' 9TH EDITION 1996 AI.SC. MBNA) 'SERVICEABILITY' STANDARDS WILL BE USED FOR THIS DESIGN., • AND SHOWN BY THE LOCAL. AGENCY HAVING JURISDICTIONS- " ON THE PLANS OR THEY ARE VOID e- Do NOT SALE DRAWINGS. WRITTEN DIMENSIONS ON DRAWINGS SHALL TAKE - PRECEDEry E OVER SCALED DIMENSIONS. AMERICAN IRON AND STEEL INSTITUTE". • _ 9. ANY ENCII�'ETONC DESIGN PROVIDED BY OTHERS MUSE BE SUBMITTED FOR 'SPECIFICATION FOR THE DES[f3(.OF, COLD FORMED STEEL STRUCTURAL MEMBERS' - _ REVIEW ARD SHALL` BEAR THE STAMP AND SIGNATURE OF A'REGISTERED ' 1986 WITH 1989 ADDENDUK - , •; - • - ENGINEER, A ' - • ° • _ • - - - 10. CCppNTTRACTCR SHA%L. -"ti IFY ANCHOR BOLT SIZES: LOCATIONSJAND- DIMENSIONS WITH -METAL BUILDING MANUFACTURER ANCHOR BOLT 1 INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS a • - - - - SETTING PIAN PRIOR TO PLACING OF ANCHOR BOLTS IN CONCRETE ,'UNIFORM BUILDING CODE' 1997 EDITION - ` 11. ANCHOR eCIVs MUST: BE TIED IN PLACE .PRIOR TO FOUNDATION INSPECTION. - y • - 12_ ALL CONSTRUCTION JOINTS SHALL BE KEYED OR DOWELED. AMERICAN WELDING SOCIETY" - - • 13. WELDED,",1RE'•MESH SHALL CONFORM TO ASTM A-165. ` '• 14. 'STRUCTURAL WELDING CODE' AWS- 01.1-98 ALL PLUAIOING.:EILECTRICAL OR MISCELLANEOUS STUB OUT SHALL BEA - , • �. i' i - - MINIMUM OF NINE INCHES (97 CLEAR OF THE OUTSIDE OF CONCRETE IN ORDER TO' CIEM WALLS. METAL BUILDING MANUFACTURER'S m tATIOM , - W • - - - - SETTING PIAN PRIOR TO PLACING OF ANCHOR BOLTS IN CONCRETE ,'UNIFORM BUILDING CODE' 1997 EDITION - ` 11. ANCHOR eCIVs MUST: BE TIED IN PLACE .PRIOR TO FOUNDATION INSPECTION. - y • - 12_ ALL CONSTRUCTION JOINTS SHALL BE KEYED OR DOWELED. AMERICAN WELDING SOCIETY" - - • 13. WELDED,",1RE'•MESH SHALL CONFORM TO ASTM A-165. ` '• 14. 'STRUCTURAL WELDING CODE' AWS- 01.1-98 ALL PLUAIOING.:EILECTRICAL OR MISCELLANEOUS STUB OUT SHALL BEA - , • �. i' i - - MINIMUM OF NINE INCHES (97 CLEAR OF THE OUTSIDE OF CONCRETE IN ORDER TO' CIEM WALLS. METAL BUILDING MANUFACTURER'S m tATIOM , - _ 15. 1 4.0 P4�,T-R. DRNEN FASTENERS OR 3/8.0 X 2 1/2' WEDGE ANCHORS - S`1ALL B° USED 1D SECURE BASE ANGLE TO THE CONCRETE - METAL BUILDING SYSTEMS MANUAL' 1996 16. FOOTINGS, iHALL'BE CENTERED ON CENTERLINE OF COLUMN ABOVE UNLESS • - ° - oTHERWIs_9 NOTED.. GENERAL NOTES 17. IF EXPAN--lVUSOILS ARE ENCOUNTERED ON THE JOB SITE THE ENGINEER OF • RECORD SHALL BE NOTIFIED IMMEDIATELY. BEFORE ANY EXCAVATION IS DONE SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY 1B THE MINIMUM DEPTH REOUIREMENTS AND LOCAL FROST LINE REOUIREMENTS THE OWNER. ,_ OF MAY SUPERSEDE D�Si�N CALL OUTS. CONTACT THE LOCAL BUILDING ' - W , DEPART FOR NMIAIUA) DEPTH REQUIREMENTS. ERECTION BRACING SHALL BE THE RESPONSIBILITY OF THE ERECTOR AS PER N.BNA _ (10 f • ' O �' STEEL o�OTES: - 1: ALL CONRuenoN To GoMPLY WITH n+E LATESTESE EDITION of U.B.C. AND` PURCHASER APPROVAL COMPANY: 0 D- - Of LLI > A..S.C. ty I ( WE ) HAVE REVDVED ALL WCANArIC I CONTMNED 14801 AND •- - K O - 7' E D ORISIEK7 WITH SIGNING PARTY: - MAVE rW10 17 10 BE [DIRECTA 2 ALL MACHINE BOLTS TO COMPLY WITH AS.T.M. A-307. ` , CDRATANC - O OU '. MT ( a ) THTENI AND AH95T. I ( WE ) MEREBT REgEit FAWJ- • • ' ' 3. ALL HOT-RO OR COLD ROLLED SHEET AND STRIP USED �N FABRICATION CATION BE CUSTOM, AND ACCEPT ALL PIRLHAAR RESP061BD.ITIES • TITLE: OF COED FORMED STRUCTURAL MEMBERS SHALL HAVE A MINIMUM YIELD G F I ( WE ) FURTHER STATE THAI I ( WE ) ARE'AUTIDRIZED • STRENGIiiriOF" 55 K.SL " TO RIAVIEE ACCEPTANCE ON BEHALF OF THE LISTED COMPANY. DATE: 3 F - , • 4- COLD FG%MED STEEL SHALL BE IDENTIFIED BY THE FABRICATOR IN moo nac ow n - ACCORDANCE WITH 1997 U.B.C. CHAPTER 22 DIVISION V.., THIS AS.T.M. , SPECIFI0k ION DESIGNATION AND YIELD STRENGTH SHALL BE INDICATED ` - BY PAINTIN{G, DECAL OR TAGGING EACH UFT OR BUNDLE • - - 5. ALL SHOP CONNECTIONS SHALL BE WELDED IN ACCORDANCE WITH THE • • - ,A LATEST S. 'STRUCTURAL WELDING CODE': • •� OFESSIQ - - _ 6. SPECIALI INSPECTION FOR HIGH STRENGTH BOLTING: •- _ THE SPECIAL INSPECTOR NEED NOT BE PRESENT DURING THE ENTIRE BUTTE /� - ��O _ INSTALL. ION AND -TIGHTENING OPERATION, FOR SHEAR / GEARING { _ • _ \ �i AAA� TYPE COtNNNECTIONS. WHEN THREADS ARE NOT REQUIRED BY DESIGN C/ DESIGN LOADS , ' TO BE EXCLUDED FROM THE SHEAR PLANE, PROVIDED THAT PRIOR TO �� !�� 01-29-06 - THE START OF BOLTING, THE SURFACES AND THE BOLT SIZE AND TYPE B■ ryLD� (� ` ARE INSPECTED FOR CONFORMANCE M PLANS AND SPECIFICATIONS, ?�B NG,•DIVIsl®Qf,0 °R RH DEAD LOAD 2.5 PSE* ADDITICK'LLY, AT THE END OF ALL BOLTING, THE INSPECTOR SHALL �v C�', 5 869 - F11 DETERMII:E .THAT THE RUES HAVE BEEN BROUGHT INTO SNUG CONTACT. APPROVE W TIGHTEN:NG OF'THESE BOLTS IS RECOMMENDED BY THE TURN -OF -NUT ® EXP.6/30/2006 COLLATERAL LOAD : 0:0 PSF + METHOD,fER 'RISC SPECIFICATION FOR STRUCTURAL JOINTS'. ^ LIVE LOAD 20' PSF (REDUCIBLE PER 1997'U.B.C.) 7. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS AND IN ACCORDANCE 2-27-2006 % NONE WITH THE LATEST A.W.S. SPECIFICATIONS WIND LOAD 80 MPH, EXP. 'C' EL' DO NOT.USE WELD METAL KNOWN AS '120•. OR 'E 70T-4•. �J9 C V ��� 2o1oa-o6 i► SEISMIC ZONE: 3 - 9. ALL STRt'CTURAL STEEL M COMPLY WITH AS.T.M. 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