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022-204-026
22-204-''�( TONY & ELDA DENIZ 239 Pryde Ave, Biggs 022-204:026 y 03AG1_60 MONTEZ, PETER 239 PRYDE AVE, BIGGS AL` XEMPT BLDING _ •I f =PRYDEAVE., 615 ~ © �qq © `oo 02-33 Q afl0 �� I� R r� S INALED �` P ( "g �3 t fo hot5e.e�) 022-204-026 03-3555 MONTEZ, PETER 239 PRYDE AVE, BIGGS Cont: OWNER NS�'T� / 022-204-026 3-2718 MONTEY, PETER 239 PRYDE AVE, BIGGS RELOCATE NEWMAINSERV &,/, MAV/d-30/6,151" a 4 4 l 0 I a t(A National Pollutant Discharge Elimination S ste(NS) Phase II & SWPPP Non -Certification for Project #&5mor Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the -project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Wa llution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Boar obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. a also reviewed the BestManagement Practices Handbooks, California Storm Water Quality Task Sacramento, CA. I certify that appropriate BMPs will be implemented to effectively minimi he negative impacts of this project's construction activities on storm water quality. I acknowledge t it is my obligation to make the project owner and contractor aware that the selected BMPs muste.installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions aannd/Qr observations by a County official warrant reevaluation and revisions of the chosen BNIPs, t propriate changes will be made without unnecessary delay. I am aware that failure to properly i lement and maintain the BMPs necessary to prevent the discharge of pollutants from this probe during construction could result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true; accurate, and complete. Signed: Title: Date: I —I:2 NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan NOTES i Butte County Department of Development Services. 0urrf Hasa 7 County Center Drive, Oroville, CA 95965 I (530) 538-7601 v4v^v.buttecountynetidds °Our+sj RESIDENTIAL-- APN: Owner. Site Address: Contractor. Type of Permit: 64 Permit No. 03-d—+1 v D,;p1t,grt. Aicwr as(" C9r Id1� qq CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE rt DATE JOB FINALED:,®�� s SIGNATURE: } 03-T 022-204-026 MONTEY, PETER 239 PRYDE AVE, BIGGS fi RELOCATE NEW MAIN SERV z i ,�fela i �, • 'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i" 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 03v P�(Rev.12/96) APPLICATION AND PERMIT v ASSESSOR PARCEL NUMBER 0'_2-204-025 ZONING A-`' BU I LDI NG P ER M IT o ER kirYv77 TELEPHONE 84','1-5426 Sp, FT, OCC. BUILDING VALUATION OfINERS MAILING ADDRESS PO BOX 325 GRIDLEY o CONTRACTORS NAME TVnl� I TELEPHONE . ' CONTRACTORS MAILING ADDRESS - CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILOINGADDRESS 239 PRYDE AVE., BIGGS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SFDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New �M4ddition ❑ Remodel [3UtiliGes`��7 Installation 11 Other 11 Describe Work: W RELOCATE MRV SERVICE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 LF Main Service zD.A OR LESS 23.00 23,001 LICENSED CONTRACTOR'S 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 the Business and Professions Code, and my license is in full force and effect. License Class / Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00NEW CONST. DWELLING OCCUR OR ADDNS. ( a ACC. BUDS. so 3.50FT. T tpt}q°�ID MULTI -OUTLET @7.50 POWER APPARATUS a SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES BAL 50 Ex. Occup. o xn pEs o,°ED � 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PR EINSPF.CTION PERMIT FEE $ 66.00 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ .I have and will maintain a certificate of consent to self -insure for workers' '"compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of 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. 1 _ �., X Date _�(�� _ Signature o, jApp can O ner [.Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. A MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee Is Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ b6.00 HA2. D. FEES IMP -- — — ------ FLOOD CDF PARCEL ... PD HD _ ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Dat��� • �� Date Receipt No. t WHITE-D.D.S.-B.D. CKA5Y-AqOESSOR I PIN -IN PE GOLDENROD -APPLICANT N V = OK o = Not OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION Lj SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; FaII/C/0-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat Elor LP❑ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Cirncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label insignia Numbers Serial Numbers DATE D E C K S`C O V E R S'C A R P O R T S 'GARAGE S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-DpthSpacing-CnnctrsSteel 3 Decks, GirderslJoists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts -Beams -Rftrs -Cnnctrs-S hth 9 Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-AnchrsStuds-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls °0 °1 4-1 �g DATE POOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bdxes-Enclsrs-pniboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide 0 °'� ds Pool Drawing V = OK 0 = Not OK RESIDENTIAL (Single & Duplex) DATE UND RFLOOR DATE PLU BING 1 o ng -Setbacks -Easements -Flood -Slope 2 tg Main; Soils-Elec Grnd / 5 tr Htr,-Vent.Acc-Cmbstn Air Baffle / • _ Ftg Dpth54 Pipe; Test & Anchr-Nail Prtctn 3,K Garage; Soils-Steel-Elec Grnd I Fig Dpth. 5; Test Fittings & Anchr Nail Prtctn 4 F.•Porches/Decks; Soils -Steel Fig Dpth 56,5�tfwr Pan; Test, First fir -Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 5j Test Tub & Shwr, 2nd fir - Tub.Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped �as Pipe; Sz & Anchrs 6a.Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60-fard Gas Piping 8 Piers-Frplc FtgSteel 9 DWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test CA-- il/10 10UF, Gas Pipe; Sz Anchrs-Sz Test 1:1 Wtr Pipe; Test-Anchrs-RgltrService Test 12 Elec Undrgrnd DATE IM C H A N I C A L 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 1 AC Ducts Insulin & Support 14 Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 63'Tent Fan, Exhaust abv Insulin 15 Acc & Vntltn 63 -Condensate Drain & Ovrflw, Sz & Grade 16• Insulation 64,Furnace-Vent Acc-Comb Air Rtrn/Vent 115 Outlet D� ( 65 Attic Acc & Pitfrm if Furnace in attic oma• 0 < O'• °`mac � ,O r DATE IFR MING 17 Sills Proper Materials & Anchrs DATE FINAL `18ails Studs -Nailing Spacing & Braces -Plates -Sound Steps -Door & SideLt Prtctn-Landings 1Bearing Walls over Girders & fir Nailing oke Detector 20 Draft Stop in Walls (rat proof) ��ST 48'Furnace Vnts-Clrnc-Comb, Air-Cnnctr 21/ Fire Stops, Furred Ceitin gs-Stairs-Chasers-TubsIrarage; abv-flr-Ducts-Mech Prtctn 2I2 Headers & Beams-Sz & Bearing 6 edroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 7-15"GF1 & Bath Fxtrs & Tub Acc.81�a .X Ceiling Joist Rftr Ties-Purlin-Roof Brac-TrussShthg 74'GFI A. Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clrnc 3ff'Elec Trim & Subpnl, Breaker Szs & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop4ns Baffles �tairs, Guard/Handrails 7r7 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions q 28 Fire Prtctn Framing Channel 7WTr Ic or Stove, Clmc-Hearth f' garage -RC lec Outlets at Wood Pnl, Int & Ext 2 Prprty Line Firewall & Opngs 7.8 ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Cirnc 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 7/54ec Outlets & Rcptcls at Ktchn Counter 3Y Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn Krage Fire Door; Swing -Landing -Closure 3lywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs °uct in Garage -Damper 3f Siding -Nailing Veneer W' h6ltr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir -'Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3" drain 3 Glazing Area -Glass Prtctn-SkyLts-Plastic 8r P b; Elec & Mech Eqp Listed for Loctn 366 Shear Walls; Nailing -Bolts 37lBrace Int/Ext Wall Elec Rcptcls in Garage (GFI) Romex Ortctn pnls 8�ultn-Foam-Looked in Attic I Insultn-Walls-Ceilings 84 and Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 8dn Vnts & Crawl Hole Door Drnge & Wood -Earth /y� Vf n 8tt' CI nc Drnge Planters ❑ Yes ❑ No D -� 87 ucco Brown -Finish °� ° °�• ° 88'AC Unit Dscnnct, Elec Plmb 84'Vnts abv Roof, Plmb-Appinc-Frpic-Clrnc to Opngs 90 VJtr Well, Dscnnct, Elec, Plmb Ext Elec Trim, GFI Rcptcl-Undrgrnd DATE E L E T R I C A L 4xtr Trnsfrmr Clrnc-Ins Prtctn 41 cptcls Spacing-Lts & Switches at Doors 82- Vntltn thru House 4 Boxes & No Of Cndctrs Stapled 94.6'fass Prtctn 43 R ex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns qp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45/Gr dng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 4ppinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz "ZO ( Q CU ❑AL 97 Energy Cmpinc Cert -Other Certs 98 qa or AC Wire Sz '%�—ga ❑ CU or ❑ AL Address Posted 99 Fire Sprinkler CU or AL 48 Range Circ ,fdJ ga ❑❑ Oven Circ ga ❑CU or ❑AL nsulated Neutral ❑Yes ONO °+`• ZS 7r 0 Service -Riser Cndctrs & Grnd Main Dscnnct Eqp Clrncs pnls-Motors-Mech Eqp Clothes Closet Lt-Shwr Lt -Spa Lt / ( 10 M 52 Smoke Detector OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit No building permit will be issued until this verification is received. I personally plan to provide the major labor and materials for construction of the proposed property im rovement : YES NO ❑ I HAVE HAVE NOT ❑ signed an application for a building permit for thero osed work. P P I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: ADDRESS PHONE TYPE OF WORK IGNED: PROPERTYOWNE SOCIAL CURITYNUMBER:� DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code, This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: O.B.- I An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party ofrecord on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible: liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you -plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300' or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation irmnance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not cant' out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Intemal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. $', I 1 C. Vi ira, C.B.O. er, Building Inspection NOTE: This Owner -Builder Infomwdon is required by Section 19830 of the California Health and Safety Code OVER AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 02 -Dec -2003 2003-0084095 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this.property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date l ( — / � -0 State of California County of qu.1';"o1 OnDU2W i o, I . 20 before PROPERTY OWNERS: personally appeared knewa-te-me-(or proved to me on the basis of satisfactory evidence) to be the person(sf whose named is/wsubscribed to the within instrument and acknowledged to me that he/ /tbOy-executed the same in his/11kMluAi- authorized capacity(04 and that by his/404hjcsr_signature�kon the instrument, the person or the entity upon behalf of which the personW acted, executed the instrument. WITNESS my hand and official seal. 7Bte5A E FRENCH Commission � 1297th Signature Seal: Notes► Atft _ C.. Tdo Counlh WCamra&PiasMar1�2= A.P. # EXHIBIT A PARCEL II -A• LOTS 17, 18, 19, 20, 21 AND 22, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SUBDIVISION OF ONSTOTT TRACT, BUTTE COUNTY, CALIFORNIA", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE BOUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 5, 1910, IN.BOOK "B" OF MAPS, AT PAGE 3. EXCEPTING THEREFROM A PIECE OR PARCEL OF LAND IN LOTS 17, 18 AND 19 OF SAID ONSTOTT TRACT, SAID PIECE OR PARCEL BEING DESCRIBED AS FOLLOWS: COMMENCING AT A POINT WHICH BEARS 954 FEET NORTH 880 46' EAST FROM THE NORTHWEST CORNER OF LOT NO. 17 OF SAID SUBDIVISION AND RUNNING THENCE SOUTH 330 16' WEST, 239.1 FEET TO A.POINT; THENCE SOUTH 58° 33' WEST, 32.2 FEET TO A POINT; THENCE SOUTH 890 35' WEST, 490.5 FEET TO A POINT; THENCE NORTH 210 55' WEST, 220 FEET TO A POINT; THENCE NORTH 880 46' EAST, 731 FEET TO THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM AN UNDIVIDED 1/2 INTEREST OF ALL MINERALS, AS CONTAINED IN THAT GRANT DEED RECORDED DECEMBER 18, 1961, IN BOOK 1154, PAGE 406, OFFICIAL RECORDS. APN: 022-204-026-000 BUTTE COUNTY DEVELOPMENT SERVICES- BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CERTIFICATION OF EXISTING SQUARE FOOTAGE School District Owner's Name AP # G -39. �;b Z�C� Property Location/Address Square Footage ❑ Commercial El, -Demo -.permit .issued (Date --issued--- )---❑....Mobile-Dome-replaced ❑ Verified by Building Department Records Verified by Assessor Department Records Building Departmenta resentative Date 1 S;ngle--__ BUILDING RECORD z1 - ;!- r PARCEL Shakes !tI Irl . J 1 1�/��G� �Y" / C / Dining EFFEC. YEAR APPR. YEAR Oouble ., Floor.✓ois 1: - -='-* r� 'I ADDRESS Central,, °' SHEET OFSHEETS Duplex Reinforced /st :"X - '"X J(Cosf // zo PLUMBING R !_ Bed /I- •t b +' ' J T..r>- DESCRIPTION OF BUILDING SS 21d: - CLASSaSHAPE CONSTRUCTION STRUCTURAL EXTERIOR ROOF LIGHTING AIR CONDITION ROOM AND FINISH DETAIL Wood Light Frome S/ucco on Foot /a Pitch WiringHeating Cool;n FLOORS FLOOR FINISH INTERIOR FINISH Sub -Sion rd Court Goble 14 AT. Conduit ROOMS Forced Cleonifj§ / 2 TRIM Material Grode Wo//s Ceilings ARCHITECTURE i Standard Sheoihing Siding Nip /q Mote/ 8 X. Coble Grawdy Humid All i f riY �;,. r' • , f,.} j `: M. -B. T. U'; Above -Standard .ConcreA?Black (�. i�. Shed /11 Fixtures WO// unit 1,L.ID.11. Insulated Ceilin s Sfee/ Bosh Stories Jpeciot B8 B. I T. 8 G Fireploc .l Cut up few I Cheap Ent. Ho// /y USE& TYPE Brick Shhwles Dormers I l/ I AVO. Medium X Floor unit I Livino / 1 S;ngle--__ FOUNDATION Adobe Shakes I . Gos I jElect. I I ,)," Di Many Special ZoneUnif Dining EFFEC. YEAR APPR. YEAR Oouble Concrete Floor.✓ois 1: B.B B. Ta G. Gutters Cash Cost Central,, Cost Uosl Cost Uosf Cost Voss Cost Duplex Reinforced /st :"X - '"X J(Cosf // zo PLUMBING R !_ Bed Apoifinenf Brick 21d: - Brick Shingle -� Poor Good I Bed Flat Wood Sub Floor Stone Shake Oi/Burner_ I' Court P/ers WINDOWS I ITile Fixtures71 t .= SPECIAL FEATURES Mote/ Cosement Tile Trim WoterHeoter M. -B. T. U'; Buill-/n Beds venetian8/inds 1,L.ID.11. Insulated Ceilin s Sfee/ Bosh Composition Automatic Fireploc .l A--, e i 1 11 04 1`fir/ ! , ' e v,, '✓nits�Light I ljqeovy I I Insulated Walls Screens I Q _.Compo. Shin le I . Gos I jElect. I I ,)," Di d. Valerial, 0/,d ILqlh.- ft. I Sp/ash: CONSTRUCTION RECORD Permit No. For Amount bole EFFEC. YEAR APPR. YEAR NORMAL % GOOD'. Remain' Age Life g Table ^/o RAT/N.G Arch. Func. Cond. Attr. Non (E,G ,F, P) Con- fora eSpa k_ FI• for upbdC se nship BATH DETAIL FINISH FIXTURES SHOWER F/oars WO//s We Lo. Tub T pe Grode f T. .D. Finish Cost/ Cash Cost Cosl Cost Uosl Cost Uosf Cost Voss Cost Unit � CosI - r'I e-1 IV! J(Cosf // zo 0946- R !_ J e) yo /.��7�: - a' C • '20 b/N00, SPECIAL FEATURES Book Cases Buill-/n Beds venetian8/inds Shutters r lY I ) Lv t %1*e COMA TATION e�Al-a- D -L Appraiser D Dale , ai t3%' /Aq-5, UnitQ�re Vn j Cost/ Cash Cost Cosl Cost Uosl Cost Uosf Cost Voss Cost Unit � CosI - r'I e-1 IV! J(Cosf // /o/sl/ /.��7�: ✓ ��� C • 60 e-, C, it r /y TOTAL NORMAL % GOOD 3 0 -.1 Ger R.C.L.N.D. 27 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. 19^-, ASSESSOR PARCEL NO. ZONING .� OWNER — MPHONE I 4 NO. Lf OWNER'S ADDRESS 2 - LOCATION OF BUILDINGC2 A 0/ 0 USE OF BUILDING _ GJI � .L SIZE OF STRUCTURE �4 /'X220LDSO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE_ OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION $ S AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances' -as. follows: , b � ' FRONT SIDES REARr`-- SAG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. -KG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with t e AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division nd obtain any necessary permits, inspections, and approvals to comply with�f�e re7*-----717 nts in effect at that time and efore occupancy. ,l Date - --�2 Signature of Owner Permit Fee - $60.0q., The above described AG Building is ex mp rom a building per it. (p[ FL D PAR L P.D ROOF G ISS Receipt No. Manager Building Division 00 By40,1�;TYDate 3 White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod —Applicant tl x� i SITE PLAN REVIEW APPLICATION Date: 1 -) - ( AP# O 22- 2D Li - 02 (0 Permit Number (if applicable) 3 _3 S S S Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: r-11 D'J) G1-2- P a i , G >Z Owners Address: 'P 0 2 -DX 3Z1v &-Z) p G A C�5 `� 9 Telephone No.: S 3 d- y) ()-- S L) t o Situs Address: C> cs AV is Proposed Use: Residential 12 New Single Family Residential 2� iPt-A C M IJP ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well is Agricultural Buffer Form ❑ Applicable IN NA DO NOT WRITE BELOW THIS LINE r DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date Page 1 of 5 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.: 0 1) 7 5' C- Index Date: 6-8-98 ❑ 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 Boarc) ❑ 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: A - S - Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 .Ir", Zoning Code Streets & Highways Fire Prevention Subdivision Map Front S D L Side 5 �© Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 .Ir", 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 Page 3 of 5 ja Subdivision Map/Parcel Mau: 0-0 S'k 6TT -VQ—F2 e ---T rr Map Date of Recording: 0 Lot: 17 -TI-I 2u 2'72— F] 2 ❑ Use Permit/Minor Use Permit Permit Number: Book: 8 Page: 22 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ 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. ❑■ FE -1 Page 4 of 5 i►' BUTTE COUNTY AGRICULTURAL BUFFER NOTIFICATION AND/OR,,-�O '�1�►� o -�==_=�'{i UNUSUAL CIRCUMSTANCES REQUEST cOUN'�y � w��4, Butte County requires a 300 foot buffer between neighboring agricultural orations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538,-�7�60/1 Name:^ I"*"�t�( Z, Phone: Mailing Address: Z Assessor's Parcel Number: 0 2�z_ - 7 n !f - (')Z Permit No. Reason you believe you qualify for the unusual circumstances exception: Owner or Authorized Agent's signature Date UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements ...................................... Internal Dept. Contact Info: ❑ Env. Health ❑ Planning ❑ Building ❑ Other Contact Person: Phone: FORWARD THIS FORM TO LARRY IN DEVELOPMENT SERVICES FOR PROCESSING ......................................................................................................................................................................................... For Agricultural Commissioner office use only: (to be completed after submittal ) DISCRETIONARY PERMITS(Planning) MINISTERIAL PERMITS (Building) Exception Recommended ❑ Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: A, &,&,vl AilC-Z.c - 3 .-1- - 44, ,2* 4 lo. 4 Agricultural Department Signature: y-�,Gi�.�_ Date: l I !I . I fM67/l/03 ' _ / - O 4FV-1"- 4 F (�t; �,Zu,4",s JL JUA I f 022-204-026 02-3343 ` MONTEZ, PETER 239 PRYDE AVE., BIGGS DEMO SINGLE FAMILY I I 1 1 i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .,; 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 02-3343 ASSESSOR PARCEL NUMBER 022-204-026 ZONING BUILDING PERMIT OWNER PETFR r .7. TELEPHONE SO, FT, OCC. BUILDING VALUATION OWNERSMAILING ADDRESS P.O. BOX 54 1580 CONTRACTOR'S NAME awry TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 15.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS F Ia r4S Energy Plan Checking Fee $ $ PERMIT FEE $ 35.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: t1FM(? STNnT F. FAMTT .V Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 LESS Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S 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 the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for 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 required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation Iof one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation Irs-of California, and agree that if I should become subject to the work2'rs' co�cnpensation provisions of section 3700 of -the -Labor Code, I shall fo witla�omply witl:��Date r1 X ` --� '� �/ Z Signatu�Cr of App{jcant - Owner ❑ Contractor ❑ Agent An OSHA-pe�s required for xcavations over 60" deep and demolition or construction ures over 3 stories in height. Main Service 200A TO IOooA 46.00 NEW CONST. OW EWNG OCCUP. SO OR ADDNS. a ACC. S.3.50FT. NEW CONST. MU LT N @7.50 APPARATUS a SINGLE OLm.ET CI R. Ex. OCCu OUTLET OR FIXTURES L. Q': 0 Ex. Occup. OUFIxDAP M .D� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. 1 D. FEES IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ;� �. ✓ - B�� . , /,1r, l Date PERMIT EXPIRES`OND.S.-B.D. Dale No. -� 4519 t CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 02-3343 ASSESSOR PARCEL NUMBER 022-204-026 ZONING BUILDING PERMIT OWNER PETER MONTE TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS P.O. BOX 326 GRIDLEY CA 99948 1580 CONTRACTORS NAME 01V M TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 15-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ 35,00 LOT NO. S UBDrWS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or hest pump water heater 23.00 Water piping 15.00 Each cias water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DEMO OGLE TA1411,Y Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20 A OR LESS 23.00 LICENSED CONTRACTOR'S 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 the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO ,000A 46.00 NEW CONST. DWET LLING OCCUP. OR ADDNS. ( 8 ACC. sLDS. SO 3.50FT. NON-RESID. MUL BRAWH CIR UT @7.50 POWER APPARATUS 8 SINGLE OUTLET CIA. Ex. Occup. CUTLET OR FIXTURES BAL @ x.50 Ex. Occup. oFlr.xs R D ORS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for 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 required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' comp sation la California, and agree that if I should become subject to the wor rs' co a on provisions of section 3700 0 -Code, I shall fo wi o with those provisions. X _ Date L�'-� �G Signatur of Ap ' Owner [3Contractor ❑ Agent An OS It is require for cavations over 5'0"deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. I D. FEES IMP FLOOD cDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Co and/or indicated above for w Ich es have i ByDate PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. _ ��-- Dere Receipt No. 364529 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 03 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 022-204-026 ZONING a-5 BUILDING PERMIT ONTELEPHONE ETER MONTEZ 846-5426 SQ. FT. OCC. BUILDING VALUATION .O NEWS MAILING ADDRESS PO BOX 326 GRIDLEY ^504Q CONTRACTOR'S NAME OJWLVLI\ TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 239 PRYDE AVE., BIGGS Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDNLSIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each es water heater or vent 15.00 TYPE OF WORK Newdition ❑ Remodel ❑ Utilities Installation ❑ Other ❑ Dascti":ork: NE. W RELOCATE MAIN SERVICE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S 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 the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELJNG OCCUP. OR ADDNS. ( a ACC. BLDS. so. 3.5¢FT. NO"p°�,p ' 77- "ITSMULTI-OUTLET CC 97,50 FOWEA APPARATUS a SINGLE OLJTLE7 CIR. EX. Occup. OUTLET OR FDCTUREs .00 BAL @ 1.50 LINIS °E Ex. Occup. ouT>Frs R D. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PR EINSPECTION 9 (Y) PERMIT FEE S 66.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for 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 required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of 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. X ate �!T --�F Signature pp ca ner actor [3 Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is Occ CONST. TYPE TOTAL FEE $ 66.00 HAZ. D. FEES IMP _ ___ FLOOD --- CDF — PARCEL — PD -- HD — ISSUE This permit is hereby issued under of the Butte County Code and/or indicated abov for which fees have PERMI EXPI ES ON� the applicable provisions Resolutions to do work been paid. /�� •v Datil ate Receipt No. WHITE-D.D.S.-B.D. C Y -A ESS PIN -I PE GOLDENROD -APPLICANT COUNTY'OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION i - 4 ' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 y PERMIT APPLICATION DATA SHEET OWNER: SSESSOR PARCEL NUMBER 0 Z- v - Z 2b Proposed Building Use: J Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA i ordet to apply. ❑ 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 faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plains, (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. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ,E] 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Site plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Fire Sprinklers............................................................................................ ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 15. Other Remaining items needed td issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 16. Fees as shown on the attached Schedule of Fees Due Sheet ........................................ _ ❑ 17. Statement of Intent for Non -heated and A/C Buildings ............................................. _ ❑ 18. Sanitation and site plan approval from the Environmental Health Department in _ ❑ 19. City of Chico Plumbing permit..................................................................:..... _ ❑ 20. California Department of Forestry plan approval ❑ paid. Sent by: ...................... _ ❑' 21. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage..... I ......................... _ ❑ 23. NPDES Form............................................................................................ _ E�/24. Encroachment Pe it r d e ay m the Public Works Dept ................................. _ -n 25. Pre -Inspection for required ................ _ ❑ 26. Contractor's license information. (Number, Name Style, Classification) .................... _ ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. _ ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... _ ❑ 29. Letter of Signature authorization.................................................................... _ ❑ 30. Recorded copy of Agricultural Acknowledgment Statement .................................... _ ❑ 31. Manufactured home utility clearance............................................................... _ i ❑ 32. Existing violations and/or expired permits......................................................... _ ❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ O. 34. Other: _ 4 •Wf;len issued Telephone -and hold for pickup. O\z 7� I have been i rements for Applicant: l/ 1. Index permit application for the above it Bred: 2. Additional items required Contractor, designer, owner, was advised of the above data by Contractor, designer, owner: was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: )tairiing a building permit. Date: l 5Jy Plan Check Letter ❑ phone, ❑ mail, ❑ counter, by Date: ❑ phone, ❑ mail, ❑ counter, by Date: _ Plans approved by: Date: _ Structural approved by: Date: Yellow: Building Division i OWNER Y L LOCATION CONTRACTOR PRE-MPETION DATE TO Banding Desetiptioo: PRE -INSPECTION REPORT nzw I R,e.c PEPIM HISTORY. )NONE DATE: CI SAP. #- V ZZ"ZD` (BONING A �; C, ( ) AS FOLLOWS: BUILDING 1IWZCiOI'S IMPORT CanmerciaWsager ResiderdaW of Units: �u Cvrreatiy O=IPid ` Abandone&Va=t Electric: Yes G! No Electric cua=tly On ✓ Off Condition of Elxttic�'"-� Gas: Natural Propane None Currently On off Obvious Problems: Sanitation: ' Plumbing Wmicin Well WoddnA Potable Water Obvious SawageProb1=.s _ Comments: ACTION RECOMMENDED: Inspector. HOLD FOR Date Sketch buildings on reverse and indicate location on proper 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 ZZ -7-6- I L/�-� 1 rD zb OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use: Counter Technician:na�_ Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in orde to apply. ❑ 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 faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (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. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner. ❑ 12. Hazardous Material Form. ❑ 13. Fire Sprinklers ❑ 14. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office ❑ 15. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 16. Fees as shown on the attached Schedule of Fees Due Sheet. ❑ 17. Statement of Intent for Non -heated and A/C Buildings. ❑ 18. Sanitation and site plan approval from the Environmental Health Department in ❑ 19. City of Chico Plumbing permit. ❑ 20. California Department of Forestry plan approval ❑ paid. ❑ 21. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage. ❑ 2. NPDES Form ❑ 4. Encroachment Per it dr y the Public Works Dept. (construction approval prior to occupancy). 25. Pre -Inspection for required. ❑ 26. Contractor's license information. (Number, Name Style, Classification). ❑ 27. Worker's Compensation Carrier and Policy Number. ❑ 28. Owner -Builder Verification ( ❑ Given to owner, ❑ Mailed to owner). ❑ 29. Letter of Signature authorization. ❑ 30. Recorded copy of Agricultural Acknowledgment Statement. ❑ 31. Manufactured home utility clearance. ❑ 32. Existing violations and/or expired permits. ❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 34. Other: When issued Telephone - �J--L� and hold for pickup. I have been infor ed the a ves an equirements for ning a building permit. Applicant: Date: 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. Original -Applicant COUNTY OF BUTTE - DEPARTMENT dF bEVI`LOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ER r cf2/96) APP ICATIONAND PERMIT '� SSTSSOR PARCEL NUMBER ZONIN BUILDINGPERMIT OWNER ° SO. FT. OCC. BUILDING VALUATION 80PICtl1G LREss is. _ � . _ CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHRECT OR ENGINEERS MAKING SULDWGADDRESS 1 LOT NO. I SUBDNISIONSNAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other. SPECIFY TYPE OF WORK .PERMIT FEE PAID SRA SHERIFF OTHER iAMOUNT RECEIVED $ �� DATE RECEIVED. RECEIPT # Total Valuation $ PERMIT FEE S Filing Fee $ Main Service Permit Fee $ Mobile Home FAcilities Plan Checkina Fee $ Main Service Energy Plan Checking Fee $ NEW CONST. DR ADDNS. °'^8 ADCC. SUP. $ NEW CONS NON-RESID.BRANCHCIRCIOITS PERMIT FEE $ PLUMBING PERMIT Fling Fee Each Trap 7.00 Solar or heatpumpwater heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Build Ing sewer 15.00' Mobile Home S • G W @20.00 20.00 20.00 Ex. Occup. PERMIT FEE S ELECTRICAL PERMIT Fling Fe 20.00 Main Service OR 23.00 Mobile Home FAcilities �LESS 2000 23.00 Main Service zooA TO OA 46.00 NEW CONST. DR ADDNS. °'^8 ADCC. SUP. 3.5aFr. NEW CONS NON-RESID.BRANCHCIRCIOITS MULTI.OUTLET @7.50 Ex. Occup. I ovrLE OR FIXTURES 20 @ 1.00 - 8AL. Ex. Occup, ° ESID. °� .SO 5.00 Temporary Service 23.00 Mobile Home FAcilities 20.00 M.W' in 23.00 ' PERMIT FEE $ MECHANICAL PERMIT Fling ee 20.00 Heating Cooling Hood 6.50 PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ 1D.FEES IMP FLOOD CDF ARCEL PO H E This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE - DEPARTMENT OF'DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APP I ATION AND PERMIT ASSESSOR PARCEL NUMBER �-7 .' �O 20NIN BUILDINGPERMIT OWNER �� A n//Tl#_ n A .moi° / 17 _ SO. FT. OCC. BUILDING VALUATION CONTRACTORS MAILING ADDRESS PERMIT FEE S CONSTRUCTION LENDER Filing Fee LENDER'S MAILING ADDRESS 20.00 ARCHITECT OR ENGINEER $ LICENSE NO. ARCHITECT OR ENGINEERS MAILING ADDRESS-,,".', $ BUILDINGADDRESs 2 l A 0 LOT NO. I SUBDIVISIONS NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED $� DATE RECEIVED. qj'S D� RECEIPT # Total Valuation Is PERMIT FEE S Filing Fee $ 20.00 Permit Fee $ Main Service Plan Checking Fee $ NEW CONST. Energy Plan Checking Fee $ OR ADONIS. 8 ACC. BLDS. $ NEW CONS / NON-RESID. 1 PERMIT FEE $ PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G I W @20.00 OUTLET OR FIXTURES EX. OCCU aAL @ .50 Ex. Occup. OMD OiS RLIES�in °EE 5.00 Temporary Service E23.00Mobile Home cilities A&sd. Wino a %1 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling ee 20.00 Heating Cooling Hood . 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HA2. I D. FEES I IMP I FLOOD I CDF JrARCEL FPD I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoos oR mss 23.00 Main Service 200A TO 1000A 46.00 NEW CONST. DW EwNO OCCUP. 3 SQSO. OR ADONIS. 8 ACC. BLDS. FT. NEW CONS / NON-RESID. 1 on U-T�•OUTLET ) 07.50 OUTLET OR FIXTURES EX. OCCU aAL @ .50 Ex. Occup. OMD OiS RLIES�in °EE 5.00 Temporary Service E23.00Mobile Home cilities A&sd. Wino a %1 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling ee 20.00 Heating Cooling Hood . 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HA2. I D. FEES I IMP I FLOOD I CDF JrARCEL FPD I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ENGINEERING CALCULATIONS For: Custom Home Model 3462 Butte County Prepared by: David A. Marsh RC.E. C041584 January 28; 2004 BUTTE C& TY BUILDING DIVISION PROVED ///6/d3 f- P9 Milestone Associates, Inc. M Milestone Engineering _ .1 r` Engineers • Designers • Surveyors 1528 POOLE BOULEVARD, SUITE E YUBA CITY, CA 95993 Tel: (530) 755-4700 BURLDINGDEPTe COPY a - w Uj LU LU W L Sao M G O r- N NNry N N N _ j— , r�F VL Q (TLIt� Tull W,\\: PL rSf 0L I2 PSF u1 410 PSr- G-2ew �►C.erIFj Ce.� I• I'3 IJ-Zv C'e -1. `f = 20,o(q,5) = kqD PLF Cq w l'� l�or�iuM�z,1 (21•��} 5 �7.74)43,2, = Z5-7 Pl- i '� 95=144 srq� CfVIL o�� OF CALF �. 22-141 50 SHEETS nMnnn 22-142 100 SHEETS 22-144 200 SHEETS 57 Ut 00 trT t• — o JN * REGISTER O ay � v ,oma -moo T Q C(G m ayC3 * REGIS, F�Fo /1y X D A cn r Ur 22-141 50 SHEET' S L,2.2-142 100 SHEETS /WPAO- 22-144 200 SHEETS p O C -Z ¢ Sl So �G c gi COT [u -0 Ply 3q(.Z e V. C17 , LLI : Ll! ,I LiJ.!.� ;:. _� 'Z. V G0 V: C." C', N 0 17,090 /000 z iZ 415E 42" w C ,4 b = 37 vc_ =oil- �t zsap X 3v�c 9�� ZCo a4-0 L),6 4- *- e+ rte" EA x-ly �: oQRCFESSlON� F w �/ Is tDNA XP.�VE \CIVI\_ ��\Q TF OF CM\��/ a 4,0 Z%" -4n Living room AT� eu� Beam 1 TJ8eam(TTA) 6.04 serial Number 70 015457 User 2 11n5n0028:00:24AM 31/2" x 14" 2.0E Parallam® PSL Pagel Engine Version: 1.4.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED d Product Diagram is Conceptual. LOADS: Analyst is for a Drop Beam Member. Tributary Load Width: 2'8" Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 410.0 123.0 0 To 5' 6" Adds To SUPPORTS: 9473 Input Bearing Width Length 1 Stud wall 3.50" 3.50" 2 Stud wall 3.50" 3.50" DESIGN CONTROLS: Maximum Shear (lbs) . 4184 Moment (Ft -Us) 13422 Live Load.Defl (n) Total Load Defl (in) Vertical Reactions (Ibs) Live/Dead/UpIlWotal 3176 /1123 /0 /4298 1453 /606 / 0 /2059 Design Control Control Detail Other L1 1 Ply 1 1/4" 1.3E TimberStrand(D LSL L1 1 Ply 1 1/4" 1.3E TimberStrand® LSL 3297 9473 Passed (35%) 13422 27162 Passed (49%) 0.551 0.731 Passed (U477) 0.768 1.096 Passed (0343) Location Lt. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:L/360,TL:L240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: Takhar Developement Plan 3462 Yuba City, CA . Copyright ® 2001 by Trus Joist, a Weyerhaeuser Business Parallame is a registered trademark of Trus Joist. OPERATOR INFORMATION: David Marsh Milestone Engineering 1528 Poole Blvd Suite E Yuba City, CA 95993 Phone: (530) 755-4700 Fax :(530) 755-4567 none /QRpFESSIONq� Q� � VID A I EXP. 12/31/05 7c J'T CIVtk;A .F OF C NOV tenom TJ-Beam(M N 0 8.04 Serial 545 User 2 9n5R002 8:00:25 AM Page 2 Engine ftslon:1.4.16 Living room Beam 1 31/2" x 14" 2.0E Parallam® PSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^211 11.00" ^ Max. Vertical Reaction Total (lbs) 4298 2059 Max. Vertical Reaction Live (lbs) 3176 1453 Required Bearing Length in 2.89(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 3297 -1834 Max Shear (lbs) 4184 -2033 Member Reaction (lbs) 4184 2033 Support Reaction (lbs) 4298 2059 Moment (Ft -Lbs) . 13422 Live Deflection (in) 0.551 Total Deflection (in) 0.768 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 874 -537 Max Shear (lbs) 1094 -598 Member Reaction (lbs) 1094 598' Support Reaction (lbs) 1123 606 Moment (Ft -Lbs) 3781 PROJECT INFORMATION: Takhar Developement Plan 3462 Yuba City, CA Copyright ® 2001 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: David Marsh Milestone Engineering 1528 Poole Blvd Suite E Yuba City, CA 95993 Phone: (530) 755-4700 Fax :(530) 755-4567 none QROFESSIp/y�F PF�.I A/yll�t I 2 (/''41984 ' EXP. 12/31/05 �`rl CIVI%- rF OF C AOS TJ Beam 8.04 Serlal� bar. 7 (M 002015457 User: 2 9/25/2002 8:12.•04 AM Pegs 1 Engine Version: 1.4.18 Family room Beam 2 31/2" x 14" 2.0E Parallam® PSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 7 2 17' Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 10'6" Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UplifUrotal . 1 Stud wall 3.50" 3.50" 3570 /1201 /.0 /4771 L1 1 Ply 1 1/4" 1.3E TimberStrand® LSL 2 Stud wall 3.50" 3.50" 3570/1201 / 0 /4771 L1 1 Ply 1 1/4" 1.3E TlmberStrand® LSL DESIGN CONTROLS: . Maximum Design Control Control Location Shear (Ibs) 4677 -3952 9473 Passed (42%) Rt end Span 1 under Floor loading Moment (Ft -Lbs) 19489 19489 27162 Passed (72A) MID Span 1 under Floor loading Live Load Defl (in) 0.490 0.556 Passed (U408) MID Span 1 under Floor loading Total Load Defl (n) 0.655 0.833 Passed (L/306) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LI-1/360,TI-1/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: Takhar Developement Plan 3462 Yuba City, CA Copyright m 2001 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. C:\Program Files\Trus Joist\TJ-Beam 6.02\Job Files\Takhar 3462 Bml.sms OPERATOR INFORMATION: David Marsh Milestone Engineering 1528 Poole Blvd Suite E Yuba City, CA 95993 Phone: (530) 755-4700 Fax. :(530) 755-4567 none ROFESS'01 1 pAiVID A, �2SIN *� EXP. 12/31/05 j* sTgT CI V I %_ R��P \DF CAL\F " AN 7~44 ` Family room rA Bush= Beam 2 TJ-aeamTM) ( 6.04 Serial Number. 7002015457 r User:2 przWAWS:12.:04AM 3 1/2" x 14" 2.0E Parallam® PSL Pape 2 Engine Versbn:1 A.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 16' 8.00" ^ Max. Vertical Reaction Total (lbs) 4771 4771 Max. Vertical Reaction Live (lbs) 3570 3570 Required Bearing Length in 3.21(W) 3.21(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 3952 -3952 Max Shear (lbs) 4677 -4677 Member -Reaction (lbs) 4677 4677 Support Reaction (lbs) 4771 4771 Moment (Ft -Lbs) 19489 Live Deflection (in) 0.490 Total Deflection (in) 0.655 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 995 -995 Max Shear (lbs) 1177 -1177 Member Reaction (lbs) 1177 1177 Support Reaction (lbs) 1201 1201 Moment (Ft -Lbs) 4906 PROJECT INFORMATION: OPERATOR INFORMATION: Takhar Developement David Marsh Plan 3462 Milestone Engineering QROFESS/pN Yuba City, CA 1528 Poole Blvd �Q�� Suite E c Yuba City, CA 95993 VID A. R Phone: (530) 7554700 Fax :(530) 755-4567 * P. 12/31/05 >k none `PT CIV1x- Copyright m 2001 by Trus Joist, a Weyerhaeuser Business qrF OF CA1-`�O� Parallam® is a registered trademark of Trus Joist. C:\Program Files\Trus Joist\TJ-Beam 6.02\Job Files\Takhar 3462 Bml.Bm9 Hall room YAa�° Beam 3 TJ43eam(T" 8.04 serial Number. 7002015457 e User 2 a WOM728..54AM 3 1/2" x 14" 2.0E ParallamS PSL Pagel Engine Version: 1.4.18 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED b -13161@ i Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 3'6" Primary Load Group - Residential - Living Areas (psQ: 40.0 Live at 100 % duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pif) Floor(1.00) 300.0 90.0 0 To 2'6" Adds To SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 1633 / 593 / 0 /2226 L1 1 Pty 1 1/4" 1.3E TimberStrand® LSL 2 Stud wall 3.50" 3.50" 1007 /405 /0 /1412 L1 1 Ply 1 1/4" 1.3E 7iimberStrandO LSL DESIGN CONTROLS: Maximum Design Control Control Location Shear (lbs) 2128 1370 9473 Passed (1 40A) Lt. end Span 1 under Floor loading Moment (Ft -Lbs) . 4822 4822 27162 Passed (18%) MID Span 1 under Floor loading Live Load Defl (in) . 0.077 0.439 Passed (L/999+) MID Span 1 under Floor loading Total Load Defl (in) 0.107 0.858 Passed (L/999+) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:L/360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software -developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: Takhar Developement Plan 3462 Yuba City, CA Copyright ® 2001 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. C:\Program Files\Trus Joist\TJ-Beam 6.02\Job Files\Takhar 3462 Bm2.sms OPERATOR INFORMATION: David Marsh Milestone Engineering 1528 Poole Blvd Suite E Yuba City, CA 95993 Phone: (530) 755-4700 Fax :(530)755-4567 none Q�oQROFESSt IDA LU JA *�V'(XP.12/31/05 * J'T97 CIVIC O"� F OF CA��F � TJ Beam(TM) 8.04 Serial Num r. 7002015457 User: 2 9282002 728:54 AM Page 2 Englne Verslon:1.4.16 Hall room Beam 3 3112" x 14" 2.0E ParallamS PSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 13' 2.00" ^ Max. Vertical Reaction Total (lbs) 2226 1412 ,Max. Vertical Reaction Live (lbs) 1633 1007 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 1370 -1125 Max Shear (lbs) 2128 -1379 Member Reaction (lbs) 2128 1379 Support Reaction (lbs) 2226 1412 Moment (Ft -Lbs) 4822 Live Deflection (in) 0.077 Total Deflection (in) 0.107 Loading on all spans, LDF = 0.90 Dead Only Design Shear (lbs) 378 -322 Max Shear (lbs) 569 -396 Member Reaction (lbs) 569 396 Support Reaction (lbs) 593 405 Moment (Ft -Lbs) 1367 PROJECT INFORMATION: Takhar Developement Plan 3462 Yuba City, CA Copyright m 2001 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. C:\Program Files\Trus Joist\TJ-Beam 6.02\Job Files\Takhar 3462 Bm2.sms OPERATOR INFORMATION: David Marsh Milestone Engineering 1528 Poole Blvd Suite E Yuba City, CA 95993 Phone: (530) 755-4700 Fax :(530) 755-4567 none 169?gOFESS 1D VID A�I�IgR * �jlB�4r5841 EXP. 12/31/05 `PT9T CI CIS F OF pUF� Ir AL�Garage A ausi m Beam 4 TJ Beam(TM) 8.04 Serial Number. 7002015457 User.2 si2mo 211,4425 AM 31/2" x 111/4" 1.7E Solid Sawn Douglas Fir #1 Pepe 1 Engine Vemion: 1.4.1e THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 Roof Slope0/92 All dimensions are horizontal. Product diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 5'6" Primary Load Group - Roof (pso:.16.0 Live at 125 % duration, 24.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length LivelDead/UpiifflTotal 1 Stud wall 3.50" 3.50" 440 / 707 /0 /1147 2 Stud wall 3.50" 3.50" 440 / 707 /0 /1147 DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 1109 -865 3117 Moment (Ft -Lbs) 2679 2679 7, Live Load Defl (in) 0.024 2 Total Load Defl (in) 0.064 0.483 All dimensions are horizontal. Product diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 5'6" Primary Load Group - Roof (pso:.16.0 Live at 125 % duration, 24.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length LivelDead/UpiifflTotal 1 Stud wall 3.50" 3.50" 440 / 707 /0 /1147 2 Stud wall 3.50" 3.50" 440 / 707 /0 /1147 DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 1109 -865 3117 Moment (Ft -Lbs) 2679 2679 8459 Live Load Defl (in) 0.024 0.322 Total Load Defl (in) 0.064 0.483 Detail Other By Others - Rim 1 Ply 1 12" 1.5E TimberStrandO LSL By Others - Rim 1 Ply 1 12" 1.5E TimberStrandO LSL Passed (28%) Passed (32%) Passed (L/999+) Passed (L/999+) Location Rt. end Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:L/360,TL:L240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: Takhar Developement Plan 3462 Yuba City, CA Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business C:\Program Files\Trus Jo.9t\TJ-Beam 6.02\Job Files\Takhar 3462 Bm3.sms OPERATOR INFORMATION: David Marsh Milestone Engineering 1528 Poole Blvd Suite E Yuba City, CA 95993 Phone: (530) 755-4700 Fax :(530) 755-4567 none QRpFESSION� ._ D VID Of EXP. 12/31/05 CIV1�- �F OF C P—,\ 4nI �J4,�s� Garage T6Beam 8.04sermf'A=1..',—B Beam 4 User:2 g2WOM11:4425AM 31/2" x 11 1/4" 1.7E Solid Sawn Douglas Fir#1 Page 2 Engine Version: 1.4.19 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN - CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary+Load Group 9' 8.00" Max. Vertical Reaction Total (lbs) 1147 1147 Max. Vertical Reaction Live (lbs) 440 440 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.25 Dead + Floor + Roof Design Shear (lbs) 865 -865 Max Shear (lbs) 1109 -1109 Member Reaction (lbs) 1109 1109 Support Reaction (lbs) 1147 1147 Moment (Ft-Lbs) 2679. Live Deflection (in) 0.024 Total Deflection (in) 0.064 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 533 -533 Max Shear (lbs) 683 -683 Member Reaction (lbs) 683 683 Support Reaction (lbs) 707 707 Moment (Ft-Lbs) 1651 PROJECT INFORMATION: OPERATOR INFORMATION: Takhar Developement David Marsh QROFESS/pNq �O ! Plan City, CA Yuba City, Milestone Engineering 1528 Poole Blvd W A IDA.. S Suite E o Yuba City, CA 95993 EXP. 12/31/05 Phone: (530) 7554700 Fax :(530) 755-4567 JT C I V I \- none qTF OF CA��F�� Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business C:\Program Files\Trus Joist\TJ-Beam 6.02\Job Files\Takhar 3462 Bm3.sms Garage 'AV(Ey�B,�n� Beam 6 TJ-Bdam(TM) 6.06 Serial Num e6 r 7 X015457 User:2 1=00410:44:09AM 3 1/2" x 11 7/8" 2.0E Parallam® PSL r Page 1 Engine Version: 1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 Roof SlopeO/12 I El' rs 10. i All dimensions are horizontal. • Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 2' Primary Load Group - Roof (psf): 16.0 Live at 125 % duration, 24.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Roof(1.25) 1280 3040. 6'6' - Tapered(plf) Roof(1.25) 16.0 To 64.0 24.0 To.96.0 0 To 6'6" Adds To Uniform(plf) Roof(1.25) 256.0 384.0 6' 6" To 10' Adds To SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width_ Length Live/Dead/Upliftrrotal 1 Stud wall 3.50" 3.50". 908 / 1813 / 0 / 2721 L1 1 Ply 1" x 11 7/8" a -Rim Board® 2 Stud wall 3.50" 3.64" 1848 / 3571 / 0 / 5418 L1 1 Ply 1" x 11 7/8" a -Rim Board® -Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: Takhar Developement Plan 3462 Yuba City, CA Copyright C 2003 by True Joist, a Weyerhaeuser Business Parallam® is a registered trademark of True Joist. C.\Program Piles\True Joist\TJ-Beam\Job Piles\Takhar 3461 Bm6.ems OPERATOR INFORMATION: David Marsh QROFESS/p�yq( W 1 ID AR 'E'X ---- >Ar EXP. 12/31/05 `PT9r CMI- F OF CAI -\F Maximum Design Control Control Location Shear (Ibs) -5296 -4479 10044 Passed (45%) Rt, end Span 1 under Roof loading Moment (Ft -Lbs) 13582 13582 24878 Passed (55%) MID Span 1 under Roof loading Live Load Defl (in). 0.075 0.322 Passed (U999+) MID Span 1 under Roof loading Total Load Defl (in) 0.228 0.483 Passed (U508) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: Takhar Developement Plan 3462 Yuba City, CA Copyright C 2003 by True Joist, a Weyerhaeuser Business Parallam® is a registered trademark of True Joist. C.\Program Piles\True Joist\TJ-Beam\Job Piles\Takhar 3461 Bm6.ems OPERATOR INFORMATION: David Marsh QROFESS/p�yq( W 1 ID AR 'E'X ---- >Ar EXP. 12/31/05 `PT9r CMI- F OF CAI -\F Garage n',1Bu� Beam 6 TJ-Beam(TM) 6.06 Serial Number. 7002015457 User.2 1=00410:44:09AM 31/2" x 117/8" 2.0E Parallam® PSL Page 2 Engine Version: 1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 9' 8.00" Max. Vertical Reaction Total (lbs) 2721 5418 Max. Vertical Reaction Live (lbs) 908 1848 Required Bearing Length in 1.83(W) 3.64(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.25 , Dead + Floor + Roof Design Shear (lbs) 2536 -4479 Max Shear (lbs) 2699 -5296 Member Reaction (lbs) 2699 5296 Support Reaction (lbs) 2721 5418: Moment (Ft -Lbs) 13582 Live Deflection (in) 0.075 Total Deflection (in) 0.228 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 1695 -3000 Max Shear (lbs) 1799 -3496 Member Reaction (lbs) 1799 3496 Support Reaction (lbs) 1813 3571 Moment (Ft -Lbs) 9182 PROJECT INFORMATION: Takhar Development Plan 3462 Yuba City, CA Copyright ° 2003 by Trus Joist, a WeyerhaeuserBusiness Parallam® is a registered trademark of Trus Joist. C.\Program Files\True Joist\TJ-Beam\Job Files\Takhar 3462 Bm6.sme OPERATOR INFORMATION: David Marsh Weight Room ®� 7AV,"kftA@_=t_=, a�„= Beam 7 TJ-Beam(TM) 6.06 Serial Number 7002015457 User:2 1/23/200410:42:31 AM 51/2" x 11 1/2" 1.6E Solid Sawn Douglas Fir #1 Page 1 Engine Version: 1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 Roof SlopeOM2 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' 7 3/16" Primary Load Group - Roof (psf): 16.0 Live at 125 % duration, 24.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Roof(1.25) 1280 3040 3' - Tapered(plf) Roof(1.25) 40.0 To 64.0 60.0 To 96.0 0 To 3' Adds To Uniform(plf) Roof(1.25) 256.0 384.0 3' To 7' Adds To SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 1230 / 2541 / 0 / 3771 By Others None 2 Stud wall 3.50" 3.50" 1409 / 2643 / 0 / 4052 By Others None DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -3932 3532 4480 Passed (79%) Lt. end Span 1 under Roof loading Moment (Ft -Lbs) 9791 9791 17048 Passed (57%) MID Span 1 under Roof loading Live Load Defl (in) 0.020 0.222 Passed (U999+) MID Span 1 under Roof loading Total Load Defl (in) 0.061 0.333 Passed (0999+) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable.shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability.- -Solid sawn lumber analysis is in accordance with 1997 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: Takhar Developement Plan 3462 Yuba City, CA Copyright ° 2003 by True Joist, a Weyerhaeuser Business C.\Program Piles\Trus Joist\TJ-Beam\Job Pi1es\Takhar 3462 Bm7.ame OPERATOR INFORMATION: David Marsh tanl%o ' ' Weight Room rnNY,Ib��, B,�— Beam 7 TJ-Beam(TM) 6.06 Serial Num e6 r. 7002015457 User. 2_ 1/23/200410:42:31 AM 51/2" x 111/2" 1.6E Solid Sawn Douglas Fir #1 Page 2 Engine Version: 1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 6' 8.00" Max. Vertical Reaction Total (lbs) 3771 4052 Max. Vertical Reaction Live (lbs) 1230 1409 Required Bearing Length in 1.61(W) 1.73(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.25 , Dead + Floor + Roof Design Shear (lbs) 3532 -3153 Max Shear (lbs) 3741 -3932 Member Reaction (lbs) 3741 3932 Support Reaction (lbs) 3771 4052 Moment (Ft -Lbs) 9791 Live Deflection (in) 0.020 Total Deflection (in) 0.061 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 2390 -2096. Max Shear (lbs) 2522 -2570 Member Reaction (lbs) 2522 2570 Support Reaction (lbs) 2541 2643 Moment (Ft -Lbs) 6637 PROJECT INFORMATION: Takhar Developement Plan 3462 Yuba City, CA Copyright O 2003 by True Joist, a Weyerhaeuser Business C.\program Files\Trus Joist\TJ-Beam\Job Files\Takhal 3462 Bm7.sms OPERATOR INFORMATION: David Marsh 2.2-141 50 SHEETS annvnn. 22-112 100 SHEETS 22-144 2nn SHFFTS 4. fi 4w+ +W14� .47 Maus 1�tUlz N -4y b ��—� oLr�lo y oL+ob t .r b All 414 �• i ivy p`C �! 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LA 1 P J U �R o C,J . ah N� -4N F w Q �) J 1 oo '� vi �N 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 9 -4N F w Q �) J 1 oo '� vi �N �I N. LA 1 P 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 9 -4N F w Q �) J 1 oo '� vi �N LA 1 P U �R o v N O � � L c 4" MAX [MATCH W, BELOW] 4" MAX �BN 1 @ 48" 0. C. ')4 @ 24" 0. C. P PLATES LICE PER SCHED TRUSS OVER SHEAR WALL DETAIL ST -6 January 28; 2004 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Attn: Philo Hunt RE: Plan check for Peter Montez home sac) — S/a — q-99 U Assessor Parcel No: 022-204-026 Building Permit No: 03-3555 Response to Structural comments; 1. Wet stamp and signature will be added to the plans. 2. Beam designations have been added to the plans. 3. Sections will be included in the plans. 4. Added Beam 6. 5. Added Beam 7 6. Modified Stucco factor to 4.5. Wind stills governs. 7. See Shear wall calculations for calcs and revised plans. 8. Added ST6224 strap to plans. Load at this point is 1260 #. 9. See Shear wall calculations for calcs and revised plans. 10. Plans have been modified. Added detail ST -6. w Aznx< 11. Changed plans. 00 12. Changed plans. 13. Changed shear walls to reduce loading on foundations. Deleted shear wall at that location..— ST I L L f 11c pvt4 G ^/ Fa V rVV/ PLA -A Changed calculations and plans to reflect 2 foot shear wall. Changed strap to MSTC52. 16. Changed plans to reflect correct number of nails required. 17. Changed plans. Please call if you have any questions. My Phone number is (530) Thanks 7 0 _ 74 a � A tMA-a-gI David A. Marsh, P.E. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541MIT NO. (Rev.12/96) APPLICATION AND PERMIT 03-35�1? ASSESSOR PARCELNUMBER oa-a_a0 �.-. ZONINOPHONE S BUILDINGPERMIT OWNER /yf ��• I TELE SO. FT. CC. BUILDING VALUATION O 5 MAI NG ADDRESS G vl S-! l CONTRACTOR'S NAM9 i� T LEP ONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace Q LENDER'S MAILING ADDRESS Total Valuation $ a Q per. ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1A1 -nD ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ M BUILDINGADDRESS /� OC/ Energy Plan Checking Fee $ $ 1 PERMIT FEE $ I d LOT NO. SUBDIVISIONS NAME ARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap1911 7.00 33. 6Z USEOFSTRUCTURE SF )� Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 dD Each gas water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 S: Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT I Fling Feel 20.00 000RUES Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license La for the following reason: 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO tOooA 46.00 NEW CONST. DWEwNx; OCCUP. DWE200ALLING ( NEW 3.5¢Ff. CONN . MUL�ri ou�n er NON-RESID. @7.5D PSO APPARATus a SINGLE OunFr CIR. Ex. OCCu OUTLET OR FIXTURES Bq @'.50 FIXED APPLNS. OR Ex. Occup. uTLETs oRESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ wa WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for 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 required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall employ any person in any manner so as to become subject to workers' compen tion laws f Cal'rfornia, and agree that rf ould become subject to the work ompe on provisions of se 3700 of the Labor Code, I shall with om th those provisi y, X Date �' ��J Signature of Applicant -A Owner ❑ Contractor ❑ Agent An OSHA permit is requireld for excavations over 60" deep and deIition or construction of structures over 3 stories in h fight. MECHANICAL PERMIT Filing Fee 20.00 Heating aQ,�900 Cooling , Hood 6.50 Ventilation 66 PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $qVMT D TkTOTAiLFEE $not HA:Z _ D. COf PARCF�/ V Po o uE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated b ve�for which fees a e been By Date PERMIT EXPIRES ON 17 D provisions to do work paid. e ReceiptNo. WHITE-D.D.S.-B.D. CANAR ASSESSOR, NK -INSPECTOR GO APLICANT II Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX FACSIMILE COVER SHEET Date: To: From:7- Subject: Number of pages (including this cover sheet): 3 Fax Number: —�> 3 o r 7 5 5 1 5 6 7 If you do not receive all of the pages, please call (530) 538-7541 as soon as possible. Special Instructions: Review and respond accordingly. For your information only. v ! — oil iN/-'�-/Vr .7-b D[.5 60J -f' CONFIDENTTALIIYNOTE: The information contained in this facsimile is confidential and may also contain privileged information. The information is intended only for the use of the individual of entity to whom it is addressed. If you are not the intended recipient, you are hereby notified that any use, dissemination, distribution, of copying of this communications is strictly prohibited. If you have received this facsimile, in error, please notify me immediately by telephone, and return the original to me. Thank you. Awr OIC S'W ►3c -v*-- , (x-} IAO L L l a it N G rite!, V=;Pr - IV- Tb v Lh Cu.)s [I e -L( l�S t./oTe �2- AT �n r Ato,l b VU 4-i.(- (,(6/6 3>. 3x (NG (I F --o v �J w.� St�OWs A/tIPs0'`� �Vv22�Zx� tj DN ,CJwc CAI" S s rz 0NS 6 PnNl. S T-&TFS * i � T b� Af O M2-- M 1 S S l ►� � �- �1 Nb� M�b�- � �`.% � t�a�12 �' C�b�L►� m J l -� S 3 C7 NO T- /� tt �Ci "b \� 0 • Foot2000 v2.1.63, Copyright 0 1999-2001 Spyder Software 10/08/2004 4:19:46 PM Footing Id: F1 Page: 2 Loading Parameters: Concrete Design Ultimate Strength Load Cases Considered:. 1.4DL 1.4DL + 1.7LL 1.05DL + 1.275LL + 1.275WL 1.05DL + 1.275LL - 1.275WL 0.9DL - 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ 0.9DL - 1.OEQ Soil Load Cases Considered: 1.ODL 1.ODL + 1.OLL 1.ODL + 1.OLL + 1.OWL 1.ODL + 1.OLL - 1.OWL 0.667DL - 1.OWL 1.ODL + 1.OLL + 1.OEQ 0.667DL + 1.OEQ 0.667DL - 1.OEQ Un -Factored Loads, ft -kips: 1.4DL + 1.7LL + 1.7SL 0.9DL + 1.3WL 1.05DL + 1.275LL - 1.OEQ 1.ODL + 1.OLL + 1.OSL 0.667DL + 1.OWL 1.ODL + 1.OLL - 1.OEQ Total Vertical Contact Forces: 1.ODL .- Dead Load Live Load Wind Load Seismic Load Other Load 1.OLL + FY MZ FY MZ FY MZ FY MZ FY MZ Column:1 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Column:2 -5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Column:3 5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Column:4 -5.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Vertical Contact Forces: 1.ODL .- = 9.000 kips 1.ODL + 1.OLL = 9.000 kips 1.ODL + 1.OLL + 1.OSL = 9.000 kips 1.ODL + 1.OLL + 1.OWL = 9.000 kips 1.ODL + 1.OLL - 1.OWL = 9.000 kips 0.667DL + 1.OWL = 9.000 kips 0.667DL - 1.OWL = 9.000 kips 1.ODL + 1.OLL + 1.OEQ = 9.000 kips 1.ODL + 1.OLL - 1.OEQ = 9.000 kips 0.667DL + 1.OEQ = 9.000 kips 0.667DL - 1.OEQ = 9.000 kips Envelope Case = 9.000 kips �elc V i ✓1k5- stie� M - r) � ��S a N rti�-�r p2 S���sw24 yq-- Yeo JOT' Com V)L- Y wl r �12u v 06 Wt - h lL S'T'— b oil PCA-fJf occu Izg. A0000 -I2r/l- scv D,4vt K2 M � r1 i e 2-F--)�� 4- �,A� �-�N s �� rvs p�2-- mss- j2en7-D-kJ e -3-T- , AVILL CAUL 1= M A -S Y %Tr Interoffice Memorandum o°�°o Office of the Auditor -Controller °N y° UN TO: Ph#o Hunt, Development Services FROM: SheXi Atkison, Payroll SUBJECT: CIG Flexible Life Insurance DATE: 25 -Au o4 Your Cigna Life ins ran August ist flex cove ra e "roll" into a new age insurance premium de $ 46.40 per mont E amount will be $ 1 .80. Rinium has increased. Each year on oyees or their covered spouses that t, experience a rate increase. Your n has increased from $ 31.6o to ve August 1St, 2004. The arrears CIGNA Life I urance premi s are deducted from the first payroll chec of each month. y questions please call 538- 2837. 11 8/25/2004 Prepared by Sheri Atkison 11 PLAN REVIEW RESPONSE FORM In form is not complete, as to order to expedite the review of your plans, please tcomplete the following information and return this form with your 1e -submittal. this all correction items, we will not be response to every item requested in our able to accept your re -submittal for review. There must be a vaL Plan letter. `By others' is not considered a valid response. Please indicate yo response to each item and the location where the information can be found on the pLmecalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNE E R S SIQ - 0 DATE z �-Z /0 S o CD 22 - z0f - a Z 6 5 b3 3,56- January 5, 2004 Peter Montez P.O. Box 326 Gridley, CA195948 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 022-204-026 Building Permit Number: 03-3555 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. The right elevation does not agree with the floor plan. Please coordinate. 2. The rear elevation shows a window in the garage. The floor plan shows a door. Please coordinate. 3. P1 e show the attic furnace on the roof plan and provide truss engineering for this echanical load. V111;lease change UBC code references on the plans to the 2001 CBC. 5. Are buildings on the property shown on the plot plan? If not, please show them all. S UCTURAL COMMENTS: Pro ide engineer's wet stamp and signature on all plans sheets containing engineering quirements. (2 sets) Provide beam designations on the plans to coincide with the structural calculations and provide beams on the plans as specified in the structural calculations. /Provide,a complete section detail .through the house in each direction. The sections must be to scale and show typical construction methods and materials from the roof to the foundation, fd from the exterior wall covering to the interior finish. rovide-calculations for the 4x12 header at the rear of the garage that supports truss P7. rS (p /.pIlease ovide,calculations for the weight room header supporting truss T2A. S'j revise the seismic calculations to use a response modification factor of 4.5 for stucco hear walls. The 5.5 value shown in the calculations is incorrect. Provide;calculations for chords and collectors and show requirements on the plans. Specify connection of drag truss T5 to the shear wall along wall line B. �. Provide, calculations for the floor and roof diaphragm connections to the shear walls and show requirements on the plans. 10. Please provide complete shear transfer details. Provide shear transfer details of roof diaphragm connections to the 2"d floor shear walls along wall lines B, E, F, G and H. 1 of 2 Provide details of 2nd floor diaphragm connections to the interior shear walls. Please key all ails to the plans. Provide 19.5' and 13' long shear walls along wall line 4 as specified in the structural �rocvi ations. Pde 26.5' and 5!S' long type 6 shear walls and holdowns along wall line 5 as specified in the structural calculations. Q?Provide adequate foundation to resist bending moment and gross overturning forces from the holdowns at the shear wall panels along wall lines 6 and 7. Please provide supporting calculations. 14 Plans specify both type 6 shear walls and a Simpson portal frame system along wall line 8. Please clarify. D15.he structural calculations specify a 3.5' shear wall along the 2nd floor wall line H. The plans show 2 foot shear walls. Please revise the plans or calculations to match. The MSTC28 stra tie specified appears to be overstressed to resist overturning of the 2' shear alls. he 2nd floor plan specifies MSTC28 floor -to -floor strap ties with 36-20d sinkers. Simpson's catalog indicates that these straps will only accommodate 16-16d sinkers. The 2nd floor plan also specifies MSTC40 floor -to -floor strap ties with 52-16d sinkers. Simpson's catalog indicates that these straps will only accommodate 36-16d sinkers. Please revise plans and calculations to provide adequate floor ties with appropriate number of nails. 17. lease specify 3x sill plates on the plans where required by the structural calculations. Note that footnote 3 on CBC Table 23 -II -I-1 allows 2x sills to be used where design shear is greater than 350 plf and less than 600 plf provided anchor bolts are designed at 50% capacity. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson &ilo'4u�nt,E. Plans Examiner Plan Check Engineer cc: David A. Marsh, P.E. 2 of 2 P�u^ (D4 W Si - � . �• .. .y 1 r � s t. Jr M1 .k� �� _ � ;. +� � �� (' � �,.�: +ik �y,� �. 7 `� V // % ! : I -• l ti/ �V/e?J �e�! s ;��/�CJIUGIV 11 11,f4L,- DVI LUIIVV f cuvrvu tf - ;� - % PARCEL oC o- � T ✓ r r 41r1 S r�.. �. ADDRESS SHEET O.FrL SHEETS y : p...1, •/, ��. R.,. �w DESCRIPTION. OF BUILD/NG.. SS- _ .. /0 Sy @ SHAPE CONSTRUCTION STRUCTURAL EXTERIOR ROOF L16HTINQ AIR CONDITION ROOM AND FINISH DETAIL . Light I stucco on Jrlat 141 Pitch Wiring •_ .-. Healing Cool/n ROOMS FLOORS. FLOOR FINISH TRIM INTERIOR FINISH ' Sub-SJondard Gob/e �' KT. Conduit Forced /eoni 8 / 2 Moleiio/. Grade Wo//s Ceilings 1 -HITECTURE / Standard Jheothin smv- Nip / .B X. Cob/e Grovity Humid. Al/ Above-Slandaid iconcrefeB/ock (� .., :. :! 7I ., shed / Fixtures Wa//Unit Stories Special Bd B. T. B G. Cu! Up Few Cheap Ent. Ho// \ i TYPE Brick Shingles Dormers X Av . Medium Floor Unit Living �� / h /e FOUNDATION Adobe Spokes I Many I ISpecial lZonetlail 1 Oinin t� l Q , `� Y T ' �•r pub/e Concrete F/oor.Joist. BBB. T. BG. Go iers Central �p/ex Reinforced /s►: �.nX .',_` PLUMBING Bed' ooe— �orfinen/ Brick 2"s: "X - Bnck Shin le' Ifibor l000e 1 Bed orlb 0/ at Wood Sub Floor Stone Spoke OvBurner, )ur/ Preis WINDOWS Tile' Fixtures 'f" _ ` ' • X bre/ D•N. Casement Ti/e Trim °e lYoterHeoter Insulated CPilin s 1.5teel Sosh Composition ', , Automatic Firep/oc KiJche ✓nitsLiyhf Neov /nsu/oled Walls creepsCompo. Shin /e 4 Gbs Vlect I d. oterio% L fh: Ft. Sp/ash: :ONSTRUCTION RECORD EFFEc. APPR. NORMAL /o GOOD RATIN. (E,G ,F, P)• .. " BATH DETAIL { Rermit Amount bate YEAR YEAR Remoin9 Tobe % Cond. Age Arch. Func. eS k_ FI,: FINISH FIXTUR S SHOWER ' Life Attr. P/on a nrhip Floors Wo//s c La. ub Type Grade t. T. Q Finish i I �/o VA, ors� SPECIAL' FEATURES Book Cases Built -117 Beds denet/on Blinds �. Shutlers ' zJG COM TATION < �_ �' •. ' 7proiser a Dote E I , �- <>•-i. �a Unit a Unit ostost C' nit Costosf n/1 Cost n/t Cost Un/t Cost `,: nit Cosh nit CCostost nit. Cosh j Cost r= sol TOTAL NORMAL % GOOD 30 R.CL.N.O. 27%('O f�.�' r. Milestone Associates November 9, 2003 INCORPORATED IDUIIUIllg UUVd1L111r,11L Yuba City, CA 95993. Designers i Engineers RE: New Residence, Takhar Model 3462, le ;ijTTV--cc) CA Surveyors Truss Calculation Review: I have reviewed the truss calculations prepared by Homewood Truss for this project and have found them to be in conformance with my I design requirements. 1528 Poole Blvd. Suite E Yuba City, CA 95993 Tel: (530) 755-4700 Fax: (530) 755-4567 David A. Marsh Project Engineer �.f it kr;,; .. z �.� .,._,��*� 7.. _.�... .., � y-.. ,-•-.,4 ...-, �.,..�_T-�, ..».. - _w�... .rrR,'"'."-z. r �. .yam.,. ,. +,.r.� .-�.-.I- .. r, ..,,-,. .. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: � � ASSESSOR PARCEL NUMBER U�2 • U`L 0 / Proposed Building Use: Counter Technician: Date: I ,Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order o apply. 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. ;2 4. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (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. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate .......................... ❑ 9. Site plan and business license approval from the City of Biggs .............................. ❑ 10. Letter of intent for non-residential buildings....................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ................................. ❑ 12. Hazardous Material Form.............................................................................. ❑ 13. Fire Sprinklers............................................................................................ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 15. Other Raining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14 16. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 1 Statement of Intent for Non -heated and AIC Buildings .......................................... 18. Sanitation and site plan approval from the Environmental Health Department in6'�GY ►., sz o a3 j&y1!7- 19. City of Chico Plumbing permit........................................................................ 0. California Department of Forestry plan approval ❑paid. Sent by: :................... X21. Planning approval for (A) Use: 6 KB)Parking: (C) Parcel Check: ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 23. NPDES Form............................................................................................. ❑ 24. Encroachment Permit for driveway from the Public Works Dept ................................. ❑ 25. Pre -Inspection for required ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. -x/28. Owner -Builder Verification (1kGiven to owner, ❑ Mailed to owner) ..................... -p 30. Letter of Signature authorization ........ledg.......Stat......................................... �0. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 31. Manufactured home utility clearance.............................................................. ❑ 32 Existing violatio s 2ndlo a ired per (' ❑ 33. ❑ Grant Deed,U.H. �fi(LslSfafement f s, Otter from Legal Owner, ❑Check to H C.D. $ 34. Other:, I r_ n issued Telephone and hold'for pickup. I have been inforftn bf the abdve i a d requirements for obtaining a building permit. Applicant: lZ e / /� Date: ,,4 1 1 7-6 7 1. Index permit gplication for the above iter'"wareered: Plan Check Letter 2. Additional items required Contractor, designer, owner; was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: L SS Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division Z A'A E.H. usE CAiLy Scot Plan Attacho l.� A609 Plan Atuchad ..t sent t6 S.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 6 242 Owner t Location AP# Plan Approved for: Sewage Disposals Water Supply: Public Clearance for dwelling. Other Hold final for: Final cl NOTE: 8/96 Private Well mental Health Specialist Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROP SED BUILDING USEL) S 1. BUILDING PERMIT FEES �. Balance Due ....................... $ Additional Fees Due ................. Additional Fees Due ................. $ / Revised Plan Checking Fee .......... 97�-s 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division Residential x 4 = $ Commercial (sq. ft'.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ x = $ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) A.P. #U�Oa' DATE RECEIPT # DATE REC. 10. OTHER At time of permit aWpecki the ab fees are required to b id prior to issuance of the building permit. These fees may be changed dupr ss. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6100) • .' ; BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM - " (One forth per Building) ' School District Pit ! _ C-, 1\ Building Department No. 0- A.P. Number (%,� �- 0�?n y - /6X!c Jurisdictlon: City County Property Owner Property LocationlAddress Subdivision Residential Development% No of Living ��/Mobile Home Uirts installation 0 Commercial/Industrial Naw Building Department Representative Lot No. a 0/ F Addition/ 'Supplemental to G p R) Conversion Permit # C -(No foundation 1n .............................................................................................. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) 0 Addition District Identification No. d -a School District certifies that �• ii � n� ��_ Cn ti (Street (City) has complied with the rrebequu�iremervs of Resolution No. representing `"I square feet. Q 7 J�c'a iJ School District Representative r, Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) S- lc) - 59 C) (Phone Number) (State) (Zip Code) l by payment of $ R I 2926 $ ULL MMGATION $ Date Paid by Check dRemarks: � -( to-ct o„e • (� q Notice: You may protest the Imposition of :he fess Identified above by submitting a written protest to the DN&K In compllance with Govarrrnwd code Section VhMa), within W days from the date fess are paid. Failure to submit a timely written protest will prohibit you from challenging the hnposidon of the fees In any court action. If, subsequent to the School District RepresnMatlw slip ft this Butte County Schools Impact Fee Certification Form, the School f#Istrtet Is nottiled by the applicable Local Planning Agency that this project Is being reviewed under the California Fnrkomvwvt@l Quality Act (CEGA) this project may be subject to additional school fees to fully mitigate No Impact on the school district's schools. White (applicant), Yellow (building Japartment), Pink (school district) feeform.xls (10/03)drrxn Pix — orc �i��ios � 0�2-2ov -aa6 Atte: Scott Rutherford/ Butte CO. Re: Request for alternative piping From: Matthew Croteau Ph: 916-532-8538 Fax: 530-742-6681 100A hd WN N 03A ;OOZ-ON-1AP To whom it may coneern, On 6-14-05 at approx. 3:00 PM I, Matthew Croteau, submitted a test to Monarch Laboratory of well water. This test was to determine whether or not the water for the distribution system was aggressive to m- etal pips in this report you shall see that the water is, in Fact, aggressive on iaetal pipes. Therefore; at the address of 234 Pryde Avenue, Butte Co. I am requesting approval for ins`calladon of alternative piping for water distribution. The type of piping is PE X. The brand is Kitee made by the Ipex Corporation. Please fax response immediately to 530-742-6651 Atta. Hiatt Croteau. Thank you, Z00 *d 'lid WN 03A "OU-N-1(lr Monarch Laboratory ansa PATRIOT PLUMBING 1174 JONES BAR TRAIL PLUMAS LAKE, CA 93961 - Sample ldenf firahon- 23$ PRYDEAV€NVE Hate & Time Taker,: 06114r'2M 100 GOl/ected By. Ai.4TT C OTEAU Sample Maw;(. Liquid 563 EAST LINDO AVENUE CHICO, CALIFORNIA 95926 PHONE (530) 343-581a Pam 1 of 4 TEST RZ� PGRT= rZ&O $ Received.. W146 WS Client. PLVAIS) Report Date: 66lI.Si2005 Other Bata: F-1 R�r�6is �� ;a Qe �fP4;8 • Parameter 1 Aggressive Inde: Result Unit MAL 2 LanglierQ 20 c 11.0 -1-05 06/28/2005 DLS 3 Langfier@Doo AWWA V.18,No.3, 1992 "VI- OLS 1 pH, Drinking ►heaver -0.32 1`1`91LB.9 DL5 5 Temperature, Drinking VYa EPA Method 150.1 S<! 0.1ter I Acidic Turbidity, Drinking Water 30 degrees C . OSP ! Alkalinity, Drinking Water 0-99 NTU 0.05 3 Bicarbonates.hes, Drinking V1tal:L 164 nVIL 2.0r I Carbonates. OrMking Mater 200 MWt 2.0 I Total Hardness. Drinking Water .<1.Q fog mg/L 1.0 SPecific Conductance,Drink Water 480 mg/- 0.030 `. Calcium, Deinking Waver Sid 2510 B unhws/om 1.0 > Magnesium, Drinking Water 28 rr9t Q.Q1 Q Potassium, Drinking Water 24 mg/L 0.002 Sodium, Drinking Water 2 nv& 0.015 Sulf=ate, Drinking Water 333 �- 0.010 Chloride, Drinking Water . 74 �/L 0 45 SA rrQ/L 1.0 Anis -esi ®emits i�ft Sa ife 22�it�$8 Parameter AggressMe Index GAS Method Bt>rttle Analyzed By Langfier@ 20 c- AW+/r!A Asbestos -Cement 06/28/2005 DLS Landlier @ 80 c AWWA V.18,No.3, 1992 W28/200!5 OLS pH, Drinking Water AWut34 V-18,No.3, 1992 06/2612005 DL5 Terr>aerature, Drinking Water EPA Method 150.1 QBi1512W5 MAS Acidic Turbidity. Drinking Water EPA Method 17®,1 06114/2003 OSP Alkalinity, Drinking v1`ater EPA Method 180.1 6111116 2005 DLS Bicarbonates, Drinking Water SM SAA 23208 OLS Ca►bonarPs, DrinkingVifater SM 23210 W2112005005 JBS Total Hardness. Dunking Water SAA 23208 06/2112005 JBS Specific Conductance,Drink Water SM 33408 0812812005 DLS Sid 2510 B s00 •d PNd << a0 03A H -U -ISP Mo n ac rch Laboratory, Inc. 563 EAST LINGO AVENUE CHICO, CALIFORNIA 95926 PHONE (530) 343-5818 Page 2 of 4 TEST REPORT: 2284M Ana Bowe cal Der'S1i is %r Saffole 228068 Standard ample Description Paranneter GAS Method Bathe Analygwd By 2 Calcium, Drinking Water SRR $1118 0828/2005 DLS 3 Magnesium, DrinWng, V&er SPR 31118 0312812005 DLS 4 Potassium. Drinking Water SAA 3111B 0912812005 DLS 5 Sodium, Drinking Water SAA 3111B 05/28=05 DLS 6 Suh'ate, Drinking V%fjwr SPA 4500 SO4-C.D.E 082012005 DLS 7 Chloride. Drinking V vIater SPA 4500 -CL -B 0612112005. BS JBS- B 0ga fbr Sarfi yie 22S1a :Cole Berined in Lab Ec--rn 111- OTHER 12 - PREPARED BOTTLE, PLASTIC 50 ML, HNO3 01(50rr�tL) Quv1jW Assurance tar the SET i6dM Sar�ie 22€M 0.5 Standard ample Description Result Value Unit � cidic Turbidity. Drinking Water ( Analyzed: ffiftram 114M DLS Verified. 06:17 12:39 DLS) 280 250 Blank 0.031 200 NTU [DLS Verified: 06r,52005 12:36 DLS) Standard 0.83 0.80 NTU 104 Standard 8.2 8.0 AITU 103 Sr2ndard 17 18 NTU 944 18036 DupnQSaie I 16 NTU 0 alcivar, Drinking WRker ( Analyzed: (iSPil$'M 12M DLS Verified: GMNM 12:3b DLS) Standard 1.0 1.0 rs`QjL We Standard 5.0 5.0 mg/L i 00 Standard 20 20 rg1L 100 Standard 50 50 rng1L 100 '8048 Duplicate 28 28 mglL 0 '8048 Spike 113.4 melt 107 '8048 Spike 15.4 IT91- 105 LCS 322 30.8 rr_Ig L 107 hloride, Drinking later ( Analyzed: OW12M 110D JBS Ver ted: MUM M;21 OLS) Standard 1000 '8116 Duplicate 45 peciircConductance,DrinkWater (Analyzed:OliM 20ffi 177M MAS Blank 0.5 Standard 71 Standard 350 Standard 1390 '7996 duplicate 280 1000 45 Verified: O&IM2115 12M DLS) 71 353 1412 180 arbonates, Drinking Water (Analyzed: 06i21LKIM 9100 JBS iierified: OU220M5 0B:16 DrLS ) Standard 240 250 `6048 duplicate X1.0 <1.0 icarbonates, Drinking Water ( Analyzed: 06212905 1700 JBS Verified: mrz2rA 5 08:16 UL.S ) Standard 240 250 '8048 Duplicate 200 200 otassium. Drinking Mater (Analyzed: W6280M 1200 [DLS Verified: 06r,52005 12:36 DLS) Standard •0.60 0.512 Pao *d nvL l: rlhoslcm umhaslcm umhoslcm umhoslcm we& ffv/l- 100 go 08 0 98 g6 0 MGVL 100 hd WN a3M 7002-N -W Monarch 563 EAST LINDO AVENUE Laboratory, } Inc.100, CALIFORNIA 95926 ' L �� C ©f� y� PHONE (530) 343-5818 Page 3 a1 4 TEST REPORT. 228M 900 'd M^od l l :'0 ON 5000; -EI -IOP Dug!"�or�sg::�ar:Ee®r 4;Ne 5E3 �s�e 2i8O48 ample Deseripfian Result Value Unit % '- atassium, Drinking Water (Analyzed: l) MUM5 12DO DLS V& -Wed: O&MOM 12:35 BLS Standard 1.0 1.0 100 Standard 2.0 2.0 mgiL 1 il0 Standard 5.0 5.0 rry L 100 fl048 Dupheate 2.5 2.5 Trull- 0 8048 Spike 0.52 mV 94 8048 Spike 0.32 mgfL 902 LCS i .01 1.04 agneslum, Drinking Water (Analizet: WAMM 110B DLS Verdred: OGM'MM 12:36 DLS) Standard 0.25 0.25 rr ll- 100 Standard 1.0 1.0 rn9A- 100 Standard 5.0 5.0 1719t 100 Standard 9.9 10 rrGi- gg Standard 20 20 rrG(L 100 '8171 Duplicate 12 12 rrG(L 0 :8171 Spike 4.72 !►� 107 :5174 Spike 4.72 rrlglL 106 LCS 10.1 9.45 "Q/L i07 ndiurn. SDrinhing Watei ( Analyzed: Q15. 9200 1200 i2LS Veiled. =292= 12:35 DLS ) Standard 4.8 5.0 reo L 98 Standard 9.9 10 "G(L gg Standard 20 25 M40L 104 Standard 50 50 "VL 100 8048 €3uplicaw 33 33 mgll D :8048 Spike 15.9 ry*,L 104 :8048 Spike 15.9 "QJL 1103 LCS 33.5 31.8 ry'L 105 uft e, Drinking Water (Analyzed: Q'oil rM M DLS Verified: MOMM 11:25 DLS) Standard 5.4 5.0 rr'E. 108 Standard 10 10 trtglL 100 Standard 115 15 100 Swndard 20 20 mgfL 100 Standard 25 25 t},'L 100 Standard 30 30 .100 Standard 35 35 "GiL i 00 Standard 40 40 MOIL 100 :7888 Duplicate 32 32 mo(l- 0 :7888 Spike 20 r%'L 98 .7888 Spike. 20 n1wL 102 LCS 20.3 20.0 rrGIL 102 H. Drinking Water (Ana zed; =115= 117100 NAS VeMod: 0&116= 12:23 DLS i Standard 4.0 4.0 SU 100 Standard 7.0 7.0 SU 100 Standard 10.0 10.0. SU 100 900 'd M^od l l :'0 ON 5000; -EI -IOP Monarch 563 EAST LINDO AVENUE CHICO, CALIFOPNIA 95926 Laboratory, .fin c. PHONE (530) 343-5818 Page 4 of d TESD' R€pf1RT: 22804$ QU§ dV Alma ance for the SU yft SanN& 2288 ample Desadption IRestrit Value Unit Sb =i. Drinldng Water ( Analyzed: 0&i9 9700 OMS iietiirrcd: 0t i 12:35 OLS_ ) 8048 Duplicate 6.9 8.9 SU 0 LCS 7.0 7.0 SU 900 Boriile Tracking for Sample 238OU ottle 9: 01 OTHER 194f20d5 90:55 OSP N4/2005 96:55 OSP ettlei: 02 PREPARED BOM~ PLASTIC 50 lull. HNO3 i11412005 10.55 OSP 1941'2006 10:55 OSP �rtsr hardness is classified as hard and aggressive on WMI pipes and fixtures. The high sulfate in r elacon to bicarbonates ean aisc cause pipe ting problems in areas that have limited flow after several years. Evaluate C€ VC pipe to rdnirrize these problerns. installing a water softener will eke housekeeping a sin;ler task. 9001d Hd � l ' H 03A SOH -N -IAP