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069-320-032
;e Leonard A. Adkerson/j,7�. �! \ E/S Kelly Ridge Rd app.4 mi.N.of Olive I f Hwy, Oroville .-�- Permit4288-77P,E(util.�NH) ELEC . - n ' GAS , ` u SUPP T STRU TURE REQ, COMPACTION TEST REQ, Lalga 3z 3Z `` Contr: SOS MH Ser, Marysville Permit #3744-77MHI 7/��%a Issued - -• - 68-32-32 Perfi it 4 B (d"ecks -' &+-awning /MH) -` I ' Permit �� 2935-.82) ° w pr det gar f i =25924. -11069-32_0 032 'Ni. ADKERSON LENNY",i r ,.F KELLY,, RIDGE,RD;,� Cont BE`TTER'BUILDERS MNEVJ SINGLE FANUL Yui ? { i 1 0 + i . f f a � i j �z4 Q*`*�Ill 401'k 4'� "'o irk - xD'e 'ffAv'! HOZ I RESIDENTIAL t PERIV; 069-320-032 04-2892 ADKERSON, LF.NNY r , 36611._ELLY RIDGE RD, OROVILLE Cont: BETTER BUILDERS I NEW SINGLE FAMILY PC t yi'Ly_,j- coz& r 3 S V : i\Ag-t 993 - yl I Ok IXA ay �s US SPECIAL CONDITIONS CHECKED BY SRA i. FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS r VERIFY ' USE PERMIT CONDITIONS ' SUB -STANDARD HOUSING LETTER + r OFFICE COPY Address i. ��`�"" ` � ` n s GAS Meter BY 1KGA Date'! ELEC R M ter -B Date ti. JOB FINALED (Date) • Signature w J=OK 0 = Not OK' . = NotReadyable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location -Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enc losures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Pier - lace Ftg.-Steel FRAMING (Permit) OK except #'s W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. )JF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 4 Bearing Walls over Girders & Floor Nailing 4 Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenu Ducts; Clearance- aterial-S ns. 14. Gi rs-Sills-Anchor B -Jois a s- ri ies s-. L 1 ccess & Ventilation LR oo- &Za' A.C..Qe6 in Garage -Damper Insulation 1.5d Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle _ Water Pipe; Test & Anchor -Nail Protection J� f 1 .W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Lpst Tub & Shower, Second Floor -Tub Access J . Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection O lec. Receptacles Spacing -Lights & Switches at Doors �!2WSize Boxes & No. of Conductors Stapled A Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water eVj .� n . xAppliance Circuits in Kitchen & Conductor Size GFI 7 Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al A 34 -Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral lff'�es ❑ No Service -Riser Conductors & Ground Main Disconnect 7 7 33. ui .Clearances Panels-Motors-Mech. Equip . 3!!. C othes Closet Light -Shower Light -Spa Light 3R -"Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Date A.C. Ducts Insulation & Support V t Fan, Exhaust above insulation 14 Condensate Drain & Overflow, Size & Grade 3 Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 1&5<Sr 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 3 ills Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound W 4 Bearing Walls over Girders & Floor Nailing 4 Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRA ING (Continued) 63. angers -Post Caps -Anchors -Connectors Irl 4 ling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. Date 4 fireplace Ties or Type A Flue -Fireplace Throat Clearance 14 . Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles W. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 1&5<Sr 52. Garage Fire Protection Framing -RC Channel IF 53. Property Line Firewall & Openings 50!Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 9 airs; Width -Headroom -Rise -Run -Landing -Fire Protection /J 5 .Plywood on Roof Overhang -Attic Vents -Rafter Outriggers W 5f. Siding -Nailing Veneer 7 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 73. 59 lazing Area -Glass Protection -Skylights -Plastic 7 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date / ' Card B-1 Date FIN ans) OK except #'s to oor & Side)ight Protection -Landings 1&5<Sr pere Detector Furnace Vents -clearance -Comb, Air -Connector - In age; Above Floor-Ducts-Mech. Protection f7 froom Exiting G.F.I. Bath Fixtures & Tub Access -Spa 9 ec Trim & Subpanel, Breaker Sizes & Labels fairs & Rails Z;,F-irtoace or Stove, Clearance -Hearth 7 ec. Outlets at Wood Panel, Int. & Ext. 73. Kit ixt. & Appliance; Ground -Air -Gap -Cooking Clearance 7 lec._Outlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure 76. A.C..Qe6 in Garage -Damper r. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 7 b.; Elec. & Mech. Equip. Listed for Location 7 ec. Receptacles in Garage (F.F.I.)-Romex Protection (8 . Inlation-Foam-Looked in Attic Gu d Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 83. Foawrng Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 414 -'Stucco Brown -Finish 5. A< ,_, Unit Disconnect, Electrical Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing xte or Elec. Trim, G.F.I. Receptacle -Underground 9 entJl' ation Throughout House lass Protection 91. Corrections from Previous Inspections as Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval ner y Compliance Certificate -Other Certificates &ATdress Posted 96. Fire Sprinkler Date'l -kC( -OS Card B-1 fjqZ S. Date Card B-1 Date 1_7, -.(Card B-1 jjJ,0 S Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.net\dds LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is In full force and effect. License Class: e us�n� License Number. J,2_1,Q,2S Date: I=_3 -65 Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish; or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9. commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she Is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not Intended or offered for sale. If however, the building or Improvements, are sold within one year of completion, the owner -builder. will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the properly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Profdssions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). D '1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 01" I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is Issued. My workers' compensation Insurance carrier and policy number are: PERMIT NO. BP042892 Issued Date: 01/03/2005 APN: 069-320-032-000 Site Address: 366 KELLY RIDGE RD ORO Map Index: Description: NSF(2340)COV(938) Owner: ADKERSON, LEONARD 6240 WOODMAN DRIVE OROVILLE, CA 95966 Applicant: ADKERSON, LEONARD Contractor: BETTER BUILDERS CONSTRUCTION INC 5263 ROYAL OAKS DRIVE OROVILLE, CA 95966 License #: 323225 Architect: Engineer: Carrier. S'�ni-c 9ew-1 Total Square Ft: 3278 S.F. Policy#: /5'6$ 7Y5- Valuation: $167,108.00 ❑ I certify that in the performance of the work for which this permit is Census Code: issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: I. -J-6-5 Applicant: WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Cnr o enrvnr I hereby affirm that there Is a construction lending agency for the Resolution9p do work Irrl/Date: ldical d a ove for which fees have been paid. performance of the work for which this permit Is Issued (Sec 3097 Clv.) B ( //Q/mLG• c i �L- r Name: Y: � PERMIT EXPIRES ON: Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification In accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above Information is correct, and that'I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge It Is unlawful to alter the substan a of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpo s. Print Name: Anh.: -J S�t�na 'Signature: Dale: / - ? - U O Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor �y24,r CO3[�-onl G i 6LLoGt} —1:3/2 3/as" VALLE TOP CHORD 2X4 SP y2 OR SPF #1/#2 OR BETPCR. BOT CHORD 2X3(•) OR 2X4 SP b2N OR SPF #1/92 OR BETTER. WEDS 2X4 SP a3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). 'TACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH: (2) 16d BOX (D.135- X 3.5") NAILS TOE -NAILED FOR SDC DR ASCE 7-93. 110 MPH MAXIMUM WIND. 15' MEAN HEIGHT, 5 PSF MINIMUM TOP CI•IORD DEAD LOAD_ (2) SIMPSON H2.5 OR CONNBCTION FOR 500# UPLIFT FOR SBC OR ASCE 7-93, 130 MPH MAXIMUM WIND, 30' MEAN HEIGHT. 5 PSF MINIMUM TOP CHORD DEAD LOAD, CUT FROM 2X6 OR LARGER AS REWD 1 4-0-0 MAX ' 12 MAXJ* W2X4 W2X4 W2X4 1 —0-0-0 MAX—� 16-0-0 MAX PITCHED CUT B0770M CHORD VALLEY 4 20 -D -D MAX (++) SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. in - F=== INE 1 ILI Y 'TRUSS DE`T'AIL UNLESS SPECIFIED ON ENGINECR'S SEALED DESIGN, APPLY 1X4 "P'-DRACE, 00% LENGTH OF WEB, VALLEY WED, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH Od BOX (0.113" X 2.5") NAILS AT 6" OC. OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEDS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEiCIIT MAY NOT EXCEED 12'0". 1 TOP CHORD OF TRUSS DCNEATFI VALLEY SET MUST BE BRACED WITH: f PROPERLY ATTACHED. RATED SIiEATI•NNC APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR AS OTHERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN OR BY VALLEY TRUSSES USED IN LIEU OF PURLIN SPACING AS SPECIFIED ON ENGINEERS' SEALED DESIGN. ••• NOTE THAT THE PURUN SPACING FOR BRACING THE TOP CHORD OF THE TRUSS BENEATH THE VALLEY 1S MEASURED ALONG 'fIIE SLOPE Of THE TOP CHORD. ++ LARGER SPANS MAY DE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY DE SQUARE OR PITCHED CUT AS SHOWN. VALLEY SPACING W2X4 W4X4 A105 SQUARE CUT i r 30 BOTTOM. CHORD 40 PSF REF VALLEY DET 0E -NAILED VALLEY OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL Jg� G�•• S4 G TIIIS DRAWING REPLACES DRAWING A105 OL NG TIM (NG. INLIKLING li ios iAflIYBMAE. OA,D� OL9 CLL 30 30 40 PSF REF VALLEY DET 1�'cs'ss +TED. IDP CrGRD SHALL ��Ep � DATE 06 /25/91 INVE Q, y� DL 20 15 r LAVE A PROPERLY ATIACIQD RIGI Q• 7 PSF KieVi"i°it Op DEv�ra�TN " DL 10 10 10 PSF DRWG VALTRUSSO TPI, 6R rAeRICATING, N CowrORNI Vlnr APPLICABLE N 5 L 0 0 0 PSF -ENG MLN/KA 111E AMERICAN r 1 AND 'A "IN GR4O GALV• S1E[L .LD. GO 55 57 PSF - V. MrT' Ir JIC LOCAIEDON AL ON TI APING INDICATES rm DIC I CIW WONT ANY PAIIIrt fFAC. ClcVIL �! 1.25/1.33 1.15 1.15 nr�A.nr nR IAPUILDING _. ,.a a 0rriiic5W� ,PACING 24" 1� pAl�,so.k, / /- 3G� �see APA=WJra Certificate of Conformance Certificate 054082 THIS 1S TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For good Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to ;regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. ••`�0 W 0 OQ���i� ..- t =x� SFVW SEAL 0*1 b� 9&m.. - Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a retateo corporation C1 APA - TME EN91NEERED WOOD ASSOClAT10N 7011 South 19tH Sueat - P.O. 8ox 11700 - TeCOme. Wg95411.0700 Telwhone: (253) 565-6800 - Fax Number: (257) 5¢5.7265 A , i �. a i I �} (R„ Vim) ' I��ja�LATIaON CERTIFICATE 2. t.EUNG dMud&Ckweft kmftbd WORMPOr SqMG bW W adfdWs ThwMd Rodaftm CR v) 3. EXTERIOR WALL 2'x'1" F ��• 'i. 1��.., �_�,• ;-�. _�._�-tib E Brand K%mnft lPwmvg R (R Value.._, l 9 �f (R -Value).- . .� F Brand "am DE"C4- iMN ta F,WII�11, '1T (R Ve� FLA7M GO.. Jam:... b-.—. T '4 C� .. GMM- r (Ga. 4=) �,�msr [tam 'VMS Cyr- Qf T IJ nl1rCJIronrr - 11 c •.�-i t.tn• r.r�,nr.tr-�v>t�.•� oor rr. �r.. . .. ....... ^= COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE Z. - OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional, explanation, please contact the Building Inspector as indicated below. r�Tlo.,sl I nt 8711 r A NO �c- RO U r 0 c 2 3 [Jf ,til i S /_6 (2 -- Date -I Inspector Inspector f2'0� REV 4/05 Phone # 3 ZZ FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive :Oroville, CA q (530) 538-7541 TOLL FREE (530) 891-2751 nn CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. REV 10192 COUNTY OF BUTTE :.: BUILDING DIVISION Y. DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE p OWNER / PERMIT NO. r , s, A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re-inspection when correction of F work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. r11V11C n FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 v v ImA r a R: i1 q4 - A Date— ��� Inspector i REV 10/92 ' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CAe (530) 538-7541 =1 TOLL FREE (530) 891-2751 CORRECTION NOTICE {: Sga y OW ER PERMIT NO. .€ A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is zrs completed. If you have any questions pertaining to this matter, or need additional explanation, t please contact this office immediately. ac �.�► r` 12A- tis On . , , Lid _ n n v v ImA r a R: i1 q4 - A Date— ��� Inspector i REV 10/92 ' BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) A. O rr(O N School District 4!!:)Q d V i L- Ue Building Department No. A.P. Number '^.pjZ!0-032 Jurisdiction: City County k Property Owner A •D y. c—R sot4 G AyC M A ZA Ugv N A-19,® Property Location/Address p— t p 6 a 1�AIO 1 y V L L Subdivision Lot No. ............................................................... .............................. _...... W ..� Residential Development L l 0� Q Sq. Footage �0 t S� No of Living Mobile Home Addition 'Supplemental to (Group R) Units A' installation Conversion Permit # Commercial/Industrial Q New 0 Addition *(No foundation inspection) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) Date r District Identification No. 109./ U ca..A School District certifies that (Applicant) 1 . (Street Address) (Phone Number) C' 9,59/ (City) (State) (Zip Code) ,/D has complied with the requirements of Resolution No. 0j -U Li by payment of $ representing (O square feet.2926 t k FULL MRIGATION = School District Representative"//// Date 1 � . Paid by Check # -' Remarks: Not/ce: You may protest the Imposition of the fees Identified above by submitting a written protest to the District. In compliance with Govemment Code Section 66020(a), within 90 days from the date hes aro paid. Failure to submit a timely written protest wlll'prohibit you from challenging the Imposition of the hes In any court action. M. subsequent to the School District Representative signing thio utte County Schools Impact Fee Certiflcatlon Form, the School Dlstrfe4 Is t: notified by the applicable Local Planning Agency that this project Is being reviswed under the California Environmental Quality Act (CEQA) this project may be subject to a*ntioeal school fess to fully mitigate. Its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform-As 00/03)dmm A r.�> c 5 o r Sew Nevv 15314X 12 �4 F- V � KeAM ,SVe=c- Lr -=Y S Z Tit"4EW�1yqeYL. t012 6A� t �((� V i ✓1 � KS { C A LC S ST -AM y2e7 I& y A rLCl-(TAT:I RA -WY -1 ell"St+O W Fbu n.4 G f %) N V7 Plz-n U rJ �>Jq <*c TYt-uS ses o N 1 Ov FOKM (Oyz MA(LTO % Post -it® Fax Note 7671 Date pages From L-�iouN PH lL Co./Dept. Co. Phone # Phone # Fax #S8Cl_ 2q .f 7 Fax # US Vq -3E�, t� '97N -4 -V. - LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=44(1`) 21=-32(F) 20=-338(F) 34=-251 Trapezoidal Loads (pit) Vert: 1=-98(F=-78)-lo-0=S9(F=-09) 31) 241h Sprinkler Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert 4-7=-20, 9.13=-20, 1-18=-14, 13.18=14, 7-9=-20 Concentrated Loads (lb) Vert: 22=-251 4= -44(F)21= -32(F)20= -338(F) Trapezoidal Loads (pIQ Vert: 1=-98(F=-78)-to4=-69(F=49) 32) 25th Sprinkler Load: Lumber Inaease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 4-7=-20, 9-13=-20, 1.18=-14, 13.18=-14, 7-9=-20 Concentrated Loads (lb) Vert: 4=44(F) 21=-32(F) 20=338(F) 35=-251 Trapezoidal Loads (pIQ Vert: 1= -98(F= -78) -lo -0=-69(F=49) 33) 26th Sprinkler Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 4-7=-20, 9-13=-20, 1-18=-14, 13-18=-14, 7.9=-20 Concentrated Loads (Ib) Vert: 4=44(F) 21=-32(F) 20=-338(F) 36=-251 Trapezoidal Loads (PIT) Vert 1=-98(F=-78)-to4=-69(F=49) 34) 27th Sprinkler Load: Lumber Inaease=1.25, Plate Inaease=1.25 Uniform Loads (plf) Vert 4-7=-20, 9-13=-20, 1-18=-14, 13-18=-14, 7-9=-20 Concentrated Loads (lb) Vert: 4=44(F) 21=-32(F) 20=-338(F) 37=-251 Trapezoidal Loads (plf) Vert 1=-98(F=-78)-tO4=-69(F=49) 35) 28th Sprinkler Load: Lumber Increase=1.25, Plate Inaease=1.25 Uniform Loads (pIQ Vert 4-7=-20, 9-13=20,1-18=14,13-18=14, 7-9=-20 Concentrated Loads (lb) Vert: 4=44(F) 21=-32(F) 20=338(1`) 38=-251 Trapezoidal Loads (pIQ Vert 1=-98(F=-78)-lo4=-69(F=49) 36) 29th Sprinkler Load: Lumber Inaease=1.25, Plate Inaease=1.25 Uniform Loads (pIQ Vert 4.7=-20, 9-13=-20, 1-18=-14, 13-18=-14, 7-9=20 Concentrated Loads (Ib) Vert 4=44(F) 21=-32(F) 20=-338(F) 39=-251 Trapezoidal Loads (pIQ Vert 1= -98(F= -78) -to -0=-69(F=49) 37) 301h Sprinkler Load: Lumber Inaease=1.25, Plate Inaease=1.25 Uniform Loads (pIQ Vert 4-7=-20, 9-13=-20, 1-18=-14, 13.18=-14, 7-9=-20 Concentrated Loads (lb) Vert 4=-44(F) 21=32(F) 20=338(F) 40=-251 Trapezoidal Loads (pIQ Vert 1= -98(F=78) -10-4=-69(F=-09) 38) 31st Sprinkler Load: Lumber Increase=1.25, Plate Inaease=1.25 Uniform Loads (pIQ Vert 4-7=-20, 9-13=-20, 1-18=-14, 13-18=14, 7-9=20 Concentrated Loads (lb) Vert 4=-44(F) 21=32(F) 20=338(1`) 41=-251 Trapezoidal Loads (plo Vert: 1= -98(F= -78) -to -4=39(F=-49) 39) 32nd Sprinkler Load: Lumber Increase=1.25, Plate Inaease=1.25 Uniform Loads (pIQ Vert 4-7=-20, 9-13=-20, 1-18=-14, 13-18=-14, 7.9=20 Concentrated Loads (lb) Vert 24=-251 4=-04(F) 21=-32(F) 20=-338(F) Trapezoidal Loads (pIQ Vert: 1=-98(F=-78)-to•4=-69(F=49) 40) 33rd Sprinkler Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 4-7=-20, 9-13=-20, 1-18=-14, 13-18=-14, 7.9=-20 Concentrated Loads (lb) Vert: 23=-251 4=44(F) 21=-32(F) 20=-338(F) Trapezoidal Loads (pIQ Vert: 1=-98(F=-78)-to4=-69(F=49) 41) 34th Sprinkler Load: Lumber Inaease=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert 4-7=-20, 9-13=-20, 1-18=-14, 13.18=-14, 7-9=-20 Concentrated Loads (lb) Vert: 4= -44(F)21= -283(F= -32)20=-338(F) Trapezoidal Loads (pIQ Vert 1=-g8(F=-78)-104=39(F=-09) 42) 351h Sprinkler Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 4-7=-20, 9.13=-20, 1-18=-14, 13-18=14, 7-9=-20 Continued on page 5 ® WARNING - 7er((i design parameters and READ NOTES ON THIS AND 719CLGDED W7TER REFERENCE PAGE MU - 7473 valid for use only wilh MTek connectors. This design is based on u Por �4TJ BEFORE USE. 7777 Greenback Lane --® Applicability of design paramenlers and 9 y p°^ amelers�hown, and lor9 n individual buildig9 component. Suite 109 n for lateral su proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 956101""W ppori of individual web members any. Additional temporary bracing to Insure stability during construction is the respomibil n of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Far general guidance regarding A.�` fabrication, quality control• storage. delivery• erection and bracing. consult ANSI/TPII quality Criteria. DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53119. M "19 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. /J License Class: ! lOtrVlat License Number: Date: P 3 -0.5_ Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish; or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9. commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner -builder. will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Profdssions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Stale License Law.). ❑ '1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 01" 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation insurance carrier and policy number are: PERMIT NO. BP042892 Issued Date: 01/03/2005 APN: 069-320-032-000 Site Address: 366 KELLY RIDGE RD ORO Map Index: Description: NSF(2340)COV(938) Owner: ADKERSON, LEONARD 6240 WOODMAN DRIVE OROVILLE, CA 95966 Applicant: ADKERSON, LEONARD Contractor: BETTER BUILDERS CONSTRUCTION INC 5263 ROYAL OAKS DRIVE OROVILLE, CA 95966 License #: 323225 Architect: Engineer: Carrier: STF4-r 91,111 Total Square Ft: 3278 S.F. Policy #: J 'S41R 21/.15' Valuation: $167,108.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued. 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: I - 3 -DS Applicant: WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit Is issued (Sec 3097 Civ.) Address: This permit is hereby issued Resolutions to do work Iridic PERMIT EXPIRES ON: pplicable provisions of the Butte Cnunly CodA Anrvor for which fees have been paid. % ��� I Date:_L2 ` �-" ' - ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification In accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms: I hereby certify that I have read this application, that the above information is correct, and that'I am the owner or the duly authorized agent of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge it Is unlawful to alter the substan a of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpo s. Print Name: 'Signature: Date: / - ? - O. ❑ `Owner 0 Contractor Cl Agent for Owner ❑ Agent for Contractor sl(k �� 4 3115-. 1 (0 W ie I BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES ) 0-jy6. 06 BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 8��a ay 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REOUIRLD AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" APPLICANT NAME OWNER Na Last N me ust Name Address w Address J(djv zd CityoU f�, State 611.1. Statee Zip ) Fax 59? 9 E-mail tic' # 19 a S Class 41 Phone Fax - O E-mail APPLICANT NAME CONTRACTOR Name 'Bt Address ,. Address U43 T.V41 dA er l7• CityWI4 f�, State 611.1. Zip �s Phone s ) Fax 59? 9 E-mail tic' # 19 a S Class 41 APPLICANT NAME ARCHITECT/ENGINEER Name " Address ZIP City Fax State Zip Phone Map Book Fax E-mail Planner State Ucense Number APPLICANT NAME Name Il wJ tAAA„ Address City State ZIP Phone Fax E-mail APPLICANT SIGNATURE X For office use ly: Zoning - Flood Zone SRA Y No Occ. Type Const N Subdivision N \e Map Book Page Lot # Planner Date Approved: PERMIT NO1Z�.iCI 1� LOCATION API()/ � - � CJ �a Property Address(3u Cross Street WORKER'S COMPENSATION Policy Number Carrier Nhiring anyone other Man license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address vale Description or, Scope of Work: N 3Fpro Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupanc (Note previous use): m. Cb'!-, ID EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. II Received by—v- Amount L43ldg I I SRA -- Receipt #46 — _Sheriff ` SMIP OVER FOR SUBMITTAL REQUIREMENTS �... �.-.rte. .rte. n� �u r. �•�!� rnn•.n�nu-e--�o..ln-tea- J-- �J....- � -l7 Date: Other ��� �` G� 3..3 3 (Z-2, Vital CL's/ 7 ^)7 AA .. SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND /N /NIG ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl ❑ . 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paperl) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 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 caics in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractors license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ . 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Keiunds can oniy 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 :heck fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION ,AFORMSSUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 7-27-nd N 00 N N d' O 00 utte County Department of Development Services )NNE CHRISTOPHER, DIRECTOR County Center Drive roville, CA 95965 30) 538-7601 Telephone 30) 538.7785 Facsimile TO: FROM: SUBJECT: DATE: WILLDAN o�vrrFo o % o 0 0 0 0 c00 N'�y Scott Rutherford (530) 538-7160 srutherfordCo buttecountv.net Plans Transmittal For Review Per Contract 10/5/2004 Applicant: lAdkerson, Barbara & Lenny Permit 04-2892 Project Type: NSF/Cov APN: 069-320-032 100% 70% Plan Check Fees $ 1,246.06 $ 872.24 $ 1,246.06 $ 872.24 WILLDAN Fee $ 872.24 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other !"--. r^-d� .r-.3 . `-, . _ _ .:. rti"l: / wy '.1-r... y. .e.Y ,.N :'U✓-.�. _ z,- .. _ _ -77: 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: _/���.������ l",////lJ�'LO PARCEL NUMBER( Proposed Building Use: f' vV ounter Technician: - Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. T 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. r 4. Engineered truss details and layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner O /14. Hazardous Material Form " V 5. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 1 Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ................................................... ❑ 4.1Erosion Control Plan Required........................................................................ ........ 21. ees as shown on the attached Schedule of Fees Due Sheet. �. // ❑ .City of Chico Plumbing permit .............................................. 23. California Department of Forestry plan approval P(raid. Sent by: ............. w /o i 4u 24. Planning approval (A) Use:-MB)Parking: (C) Parcel Check: It ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. 0 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. 33. Recorded copy of Agricultural Acknowledgment Statement......,/. _5 ....y...4_0 ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. -P.Grant Deed, E;M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued TelephonegL"�--J and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: L� Date: ,in - , „ - 1. Index permit app'(cation'forltliie above items numbered: 1 Plan Check Letter Y 2. Additional items,required Contractor, esigner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by � Date: t 1.18 0 4 - on r, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed y: Date: Structural approved by: Date: Note transfer by: QaWn Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT/ OF FEES /('/_ �'r tl 6 %�InR2r- rCG L L�i�l� A.P. # (/(�l OWNER AG PROPROSED BUILDING USE c_ DATE / /� 4 RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES �OI/G V L� . (paid at School District Office) (form available after Plan Check) - �3 �3. SHERIFF FEES (paid at Building Division Residential............ $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK EE maid at Building Division) �01 8. WATER TENDER FEES BATTALION #. $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ yl2734 14 k 04-e- Sq. Fig. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 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 -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) ` z SITE PLAN REVIEW APPLICATION Date: !l��%AO AP# T 61,2- .q Permit Number (if applicable) �_P26 ! � �/02 APPLICANT INFORMATION Parcel Size: Owners Name:�J 4A//n LQ Owners Address: Telephone No.: Situs Address: S�a Proposed Use: Residential In New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Commercial Remodel .E ,t ❑ Industrial Remodel N ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary):aZn ck�& DO NOT WRITE BELOW THIS LINE 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 Plood Plain: (See attached) • Flood Zone: 1, - • Flood Panel No.: ai 00 7Go?0L Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit F1 Minor Variance El Administrative Permit ❑ Variance ---------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: /IN_ �oP—Rr2 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front , Side X' 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 ..Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ 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 JS Subdivision Map/Parcel Map: Map Date of Recording: 7- 3 Z 7(0 Lot: % ❑ Use Permit/Minor Use Permit Permit Number: Book: " �-Y Page: /I Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.RC. 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 roa I Page 4 of 5 0 x Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 . 1. Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING November 17, 2004 Barbara & Lenny Adkerson 366 Kelly Ridge Road Oroville, CA 95966 Better Builders Construction 5263 Royal Oaks Drive Oroville, CA 95966 Subject: APN — 069-320-032 Dear Mr. Adkerson, Ya"LT aA.eq o�xd� �e.� C4 The Butte County Department of Development Services, Planning Department has reviewed the building permit 04-2892 for a new single family residence. The property is located in an AR -1 (Agricultural Residential 1 acre minimum), which has required setbacks of 20' in the front and 10' on both the side and rear yard. The submitted site plan has a side setback of only 5' for the garage, however, it appears that the house is within the necessary setback at 11'. If the stairs exiting the house exceed 48' in height, they would also be considered a structure and must be out of the 10' side setback. I cannot approve your site plan at this time, as it does not meet the minimum setbacks for your zone. Please revise your site plan to show that your residential structures will be at a minimum of 10' feet from the north property line. Should you have any questions please feel free to call Lana Adler, Assistant Planner, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Sinc ely, Stephen Streeter Planning Manager 621 In Yti fr yr e 40 4 p Q0 ^ Q Ztk �i Z art$ OW�W - W Q v �' • Vf 0 e % N 10 IG C-44 �... i! Q zt 6 d Z2 N ��a�WQo 0 Wov?M3pp. hdT>Wo6 . �1yy Dnp �. 0 6 C Z�@Wr,2oy4 i 1� �WWa`hv�p o a�FWgaF a4o y,W�hvgp oWw, ZW3 xNtr d e V h O '�• a.FO.BO.",v I .00'OF/ a� Cyv O3 N W va ' p2W 2 � C M aC P N ` P � • b 3N ' �u 0 "I 'dF et.x.9o.o -905 .OVO/•C. W FFm / B/•f OL d QetiC J.J/�� udov 0. �M /a`1 A W I LLDAN Serving Public Agencies December 21, 2004 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL 117 C Street Marysville, California 95901 t#� 530/749.2373 fax 530/749.2199 www.willdan.com Willdan Project No: 14353-1179 Jurisdiction Job No: 04-2892 Assessor's Parcel No: 069-320-032 Applicant: John Starr Description: New SFD for the Adkerson's Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2"d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: * Plans: Two (2) copies sheets 1 and 2 dated 08-07-04, by Gary Hawkins, two (2) copies sheet 3 dated 05-19-04 by Gary Hawkins, two (2) copies sheets 4 through 6 dated 07-31-04, by Gary Hawkins, two (2) copies sheet 7 dated 08-01-04, by Gary Hawkins, two (2) copies sheet 8 dated 05-19-04, by Gary Hawkins. * Structural Calculations: Two (2) copies dated 09-01-04 by Gary Hawkins. * Energy Calculations: Two (2) copies dated 09-15-04, by Gary Hawkins. * Truss Calculations: Two (2) copies dated 09-09-04, by Longfellow Lumber Inc. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. 1 W I LLDAN Serving Public Agencies APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC" • Part 3, known as the California Electrical Code and abbreviated herein as "CEC" • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC" • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC" • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS" CODE ANALYSIS Type of Occupancy Type of Construction Sprinklers Stories V Floor Sq Ft 2 nd Floor Sq Ft Total Sq Ft mom R-3 V -N N/a 1 2340 N/a 2340 Covered Porch V -N N/a 1 296 N/a 296 Covered Deck V -N N/a 1 642 N/a 642 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. Sincere Isaac Kuster Plans Examiner Gordon Wright, P.E. Plan Check Engineer Cc: Alice Mefford, E-mail: amefford@buttecounty.net Barbara and Lenny Adkerson, 366 Kelly Ridge Rd., Oroville, CA 95966 Page 2 of 2 County of. Butte Permit Number 04-2892 W illdan Project Number 14353-1179 Off?'0 19W 0,�. �o . 'Wo Department r n it n t ' J. Michael Crump, Director of Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPD)Phase 11 Construction Storm Water Permit an Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 7 ACRE Project Description: Project Location and/or Parcel Number: 3L G JC• /S By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply ly for a Construction Stone Water Permit from the State of California Regional Water Quality Control I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: �mz, Less than I Acre NPDES & SWPPP Compliance Certification – III- 114—..—Pnt Prnv am STATE OF CALIFORNIA - DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT REGISTRATION CARD Manufactured Home Decal No: AAK7390 Manufacturer ID/Name I Trade Name Model DOM DFS RY Exp. Date LANCER LANCER .164 08/15/1977 08/15/1977 1977 Aug 31, 2002 Serial Number Label/Insignia Number Weight Length Width i SPC 1 SCC I Exempt Use , Type 1 A25646 I 60' I. 12' ! AFD I 04 SFD i ILT i 825646 I 60' I 12' Issued i Total Fees Paid j I Aug 10, 2001 $43.00 I Addressee �o)SING quo LEONARD A ADKERSONEl • 6240 WOODMAN DR 3 0uZ.1 OROVILLE, CA 95966 3Gti�tiC T}' DEN Registered Owner(s) LEONARD A ADKERSON Trustee 6240 WOODMAN DR OROVILLE, CA 95966 Situs Address 366 KELLY RIDGE RD OROVILLE, CA 95966 ATTENTION OWNER: THIS IS THE REGISTRATION CARD FOR THE UNIT DESCRIBED ABOVE. PLEASE KEEP THIS CARD IN A SAFE PLACE WITHIN THE UNIT. INSTRUCTIONS FOR RENEWAL: REGISTRATION FOR THIS UNIT EXPIRES ON THE DATE INDICATED ABOVE IN THE BOX LABELED "Exp. Date". THERE ARE SUBSTANTIAL PENALTIES FOR DELINQUENCY. IF YOU DO NOT RECEIVE A RENEWAL NOTICE WITHIN 10 DAYS PRIOR TO THE EXPIRATION DATE, CONTACT H.C.D. FOR RENEWAL INSTRUCTIONS. IMPORTANT THE OWNER INFORMATION SHOWN ABOVE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT. DTN: 1959269 . R 08102001'- 154 ParcelQuest by CD -DATA PrOpelly Detail Butte, CA Kenneth Reimers, Assessor' Parcel # (APN): 069-320-032-000 Use Description: Parcel Status: ACTIVE Owner Name: ADKERSON LEONARD A LIV TRUST Mailing Address: 366 KELLY RIDGE RD, OROVILLE CA 95966%ADKERSON LEONARD A T Situs Address: Legal GLENDALE RIDGE TR 1 PTN LOT 18 Description: Fireplace: Lot SgFt: Effective Yr: ASSESSMENT Bldg/Liv Area: Total Value: $36,353 Use Code: RZ Zoning: AR1 Land Value: $17,541 Tax Rate Area: 091005 ImprValue: $18, 812 YearAssd: 2002 Improve Type: Other Value: Construct: Property Tax: $304.04 Price/SgFt: % Improved: 52% Delinquent Yr. Building Class: M Exempt Amt: $7,000 Exempt Codes: HOMEOWNER SALES HISTORY Sale 1 Sale 2 Sale 3 Transfer Recording Date: 03/24/1994 03/24/1994 Recorded Doc#: 1994R13331 1994813331 - Recorded Doc Type: Transfer Amount: Sale 1 Seller (Grantor): ADKERSON LEONARD 1st Trst Dd Amt: Code1: 2nd Trst Dd Amt: Code2: PROPERTY CHARACTERISTICS Lot Acres: Year Built: Fireplace: Lot SgFt: Effective Yr: A/C: Bldg/Liv Area: Heating: Units: Total Rooms: Pool: Buildings: Bedrooms: Flooring: Stories: Baths (Full): Park Type: Style: Baths (Half): Spaces: Construct: Bsmt Sq Ft: Site Inflnce: Quality: Garage SgFt: Building Class: M Timber Preserve: Condition: Ag Preserve: Other: Other Rooms: """ The information provided here is deemed reliable, but is not guaranteed. Page: 1 of 1 JUN -28-2004 00:10 MID VALLEY TITLE & ESCROW P.02 Q man ' AV 9 6 0 9 3 3 3 1 wave" A.031104911 rMR LEONARD A. "KERSON 366 Kelly Ride Road Ridge a�roa Oroville,CA SS966 94-0133311 Rem roe GOOD J t Cheek 6. ttr,r, r rasa repRastriagp , Official ReB 1 lal Reresorero 0 MR LEONARD A. ADKERSON County of 0 366 Kelly Ridge Road CandeeButt Butte 1 aw.ta. Otl oville,CA, 95966 Recorder i i a Odea 24-Ner-96 I PURL xx b �4 Frust Transfer Dee Graht Deed it. %" lfwa ammnw uaiw. ftavaamen IA i.. c 1sw. Cori. an um, at ac s Th. uedersiped Cranta►1r/ dtebr. (e) vnda peasby oraerjary aat tm roijawft i arae ad recuse: TNERVIS NO CONSIDERATION FOR THIS TRANSFER. Doeoatratary tranrew we b j 0 O Comp nes oat.N ratlro(®rvve'+tytoe•a7ed.m ® cera'putwee ruff retseleatwla:dl6tgeee8saeaaAwaas�ltiisr of woe or rranow. xw Tbere;r ao Ommestaw� trawrar rat Ont facto '.a Ledo E or otdiasme as>eber) B uniawrperarcd eros: o Q:.ell pf �R[1y r f.f.p _ and This is -Trust Trwo0cr ender l6i or the Revenue and Teaation Code and Geaowr A) bw (hag lacked es opp"bla andudaa Maransfer to a re.oesble Iraq - 0 Tean-ler so a ■ea,t•arm goig ad eacee6cg, 02 years eitb temow baWin0 iAS WWWAK O Tqn fer ro a rrtw afrere at !rumor at rbc trurrorh tpouw's the eoee beaefoolm O to.ote er rwauee homes silk, o Trao&r from tram to tr.rtor or rwugort aorta shae prior rrandew to tram .all eptig td fever rrpp#WW a" few o v.ltmbb) eonsideritian• receipt or stekh it rieknorrlea�ed 0 CIA GRANT®R(ft LEONARD A. ADICERSON - hsreby GRANTS to: "LEONARD A. ADKERSON, Trustee. to the Leonard A Adkerson Living Trust, dated '% the follotring described real property in the unincorporated area of the COUNTY OF BWMB etate of California$ All that certain real property situate in the CoVnty of Butte. State of California, described as follotesa Parcel One, as shoun on that certain map filed in the office of the Recorder of the County of Butte, State of Caitforniam on August 3, 1976 in BooK 59 of Parcel baps, at pages 11 and 12. APO'034-29-0-026-0 need MARCK-A J 9,$A, We d Cadibnna Ce- avtore ma, r'A.�e. • a .. , ..r.,..lr LEONARD A. ADKERSON Cnew • itar dnw (h Penwallyfaflpea a .0 F•/1frs_-d. [12%-1 r•^ pinoneuy sown to uta (or prolfad to my an the flatly d trat+ataetory evldttt40 to too "paraort(II Who" nal"00 wart vubacreed tome "Mm mar umern and ackrtOwWoodtome 1110(1!8106111iayatat:ttafit * "fm In htaAlvr/()tvlraudtor(lsd Oepaety("e and that by fuatheritneit aienaure(ep on Uro brabtefnem ttm ptub"St Or 11W Mft upon WW of wt t:h Inv pintoe(al acted. eaewed the Inatrumant VATNESS my hand and oNiew teat :-0& , r ' �� �J��' err. _y"�� �.w� 7:...r•r; r�_'.Y G+..! 31 _ � Q4nu erp ror ereeW eeunrr •o.!! Title Order No. Eterow, Loan or A4lorney File No. il CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and, to assure continued avail -ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the land owner. Drivewav Standards [X] 1273.02 Surface. All driveway surfaces and structures 1273.07 (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04. Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet.and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] 2. the length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 _ Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. . [X] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, tumouts shall be provided no more than 400 feet apart. 1273.11 Gates [X] . 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. rt C®F FIRE SAFE REQUIREMENTS oy� 2 AP# PERMIT # NAME Fuel Modification 1276.01 Setback for Structure Defensible Space [ ] 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. [XI 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements [) If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed Eaves (� If Building Setback is Less Than 15 Feet / Choose any 3 of the following: - Metal or no doors on side toward property line with insufficient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following IisV Stucco — 3 coat Hardi-Board or Plank Masonry Masonry Veneer Metal Other Butte county Fire Department approved materials 10/12/04 Steven J. Fowler Date Signature 2 , AND, WHEN RECORDED MAIL TO: BUTTE COUNTRY BUILDING DIVISION 7 COUNTRY CENTER DRIVE OROVILLE, CA 95965 2004-10060987 Recorded I REC FEE Official Records I CONFORM CoBUiTT Of CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Cheryl 01:24PN 04 -Oct -2004 I Page 1 of 1 7.00 1.00 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgement 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: PARCEL ONE, AS SHOWN ON THAT CERTAIN MAP FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA ON AUGUST 3, 1976 IN BOOK 59 OF PARCEL MAPS, AT PAGES 1 I AND 12. Date i`0 PROPERTY OWNERS: Leonard A. Adkerson of BUTTE ) personally appeared ( _yP [(J [I G -- /t V -d fl— K e rSn vn personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their si ture(s) on the instrument, the person(s) acted, executed the instrument. WITNESS m h d and o cial al. Signature I: PAMELALYNN HORN, Comission / 1335159 A.P.# 069-320-032 � , i mNotary PubUc - CaNi� Butte Counter Comm. E*res Dec 18,2005 State of California ) County ,V"T.:. r,.� .J.• �::r- •t"< T.s i`r K ..."riL:.."+C..nti'T�--•:y>;c-.:. i•`...`,r-•�. ;, _ t' y� J� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) 'Jo G�ira c V I--1.-i�— School District � G-�r� Building Department No. A.P. Number oG% . 3,20 • 4>3.2 Jurisdiction: City County Property Owner 14 p kG !d ✓ ®� . i..�A f2 k3 A�r2 A 3 ►tet IJ y Property Location/Address3%foo FSG— C) �e E Fes() f�/�20�/1 LLE Subdivision Lot No. �! .................._......._...._............................:... _................................. Residential Development Qj Q Q Q € S�Foofage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection) :............................................................. ..; Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document); A Commercial/Industrial Q Q Sq. Footage New Addition (Including Exterior R Roofed Areas) DistrictIdentificafiori' No. School District certifies that �a to cL A 1 Date (Applicanti�- 1 IStreat Address) Ci (Phone Number) uo (City) (State) (Zip Code) r qL w.____ has complied with the requirements of Resolution No. representing square feet. 1 T� School District Paid by Check A ID .3 Remarks: p '� —0 k —k 4 by payment of $ � k 6 rl JAB 2926 $ FULL Mr1GAT10N s % 1-3-oS. 0b0%...3 � 03�-- Date o Notice: You may protist the Imposition of the fees Identified above by submitting a written protest to the District. In compliance with Government Code Section 66020(a), within 90 days from the date foss ars paid. Fallure to submit a timely written protest will'prohiblt you from challenging the Imposition of the fees in any court action. if, subsequent to the School District Rsprsssntstiv*.signlnp thb Butte County Schools Impact Fee Certification Form, Bre School District is -n"n d by On applicable Local Manning Agency thnt,this project Is being mviwred under the California Environmental Quality Act (CEQA), this throlsat may be subleet to additWW school 110"Ao fully mkW ts.its Impact on the school dls rkft schools. /allow (building dment), Pink (school district) feeform.xls (10/03)dmm Taft ,-1 P ... ................ Account TD ............ [v] ADK0001 Account Status Active 01/01/1901 0002975 Customer Name ......... [1][LEONARD A �DKERSON Mailing Address ....... [2) 6240 WOODMAN DR Suite/Apartment ....... [31 City, State, ZIP.....v[4] OR0VIjJT'LiE CA 95966 Service Information..v[5] M. MEN 069-320-03.210 36G KELLY RIDGE RD Comm 20-03_2- Comments ..............[6) 0 C Move Jill= History Activate Inactive close Unclose IaR 0 Sohn .- If) r i e ci 0 L).5 I-S-ty I ct Mr 4\6 k�erson 'i -s YX-' I f --,c o C S e Cz- 13 Locat Location Status Service Address ....... (11 Suite/Appartment No ... [2) City, State ZIP+4 .... v[3] Billing Route-Service.[4] Class ID .............v[5] Number of Units ....... [6] Combine Meters Read ... (71 069-320-032-0 Occupied - 01/01/1901 ADK0001 366 KELLY RIDGE RD OROVILLE CA 95966 008-1196 U9 qle Family Res. No Note ..................[81 AP4 069-320-032-0 OWNER SOURCE 1 2 3 4 5 6 7 8 B C Move ,Account: ADK0001 - ADKERSON LEONARD & Iraoa.Date Type Cls Bate Description Receipt Amount Running Total 01/01/2004 202 202 lJ& 0003 SC -OR Charge 18.38 40.80i 0I/01/2004 203 lA. 0006 RDA Gurcbarg 14.70 55.50 ' 02/I0/2004 901 ^^ ^^+* Payment O0OSlb42 -55.50 'OU 04/01/2084 201 lz\ 800I Sewer Servic 22.50 22.50 . 04/0I/2004 202 IA 0003 SC -DQ Charge 18.30 40.80 � 04/0I/2004 203 1A 0086 BDA Surcbarg 14.70 55.50 0S/20/2004 901 *^ ^^^° Payment 00094751 -55.50 .00 07/01/2004 201 IA 0001 Sewer Servic 22.50 32.5O | 07/01/2004 202 IA 0OO] SC -OR Charge 18.30 40.80 i 07/01/3004 203 lA 0006 RDA Surcharg 14.70 55.58 | 09/01/2004 901 ^* *^°^ Payment 00898524 -SS.5U .00 i I0/01/2004 201 lA 000I Sewer Gernic 22.50 22.50 i 1.0/01/2004 202 1A 0003 SC -0R Charge 18'20 / 40.80 | 10/01/2004 203 IA 0006 RDA Surcharg 14.70 55.50 HOME First Page PGDP Previous Page PGDOW0 Next gage END Last Page AND WHEN RECORDED MAIL TO: BUTTE COUNTRY BUILDING DIVISION 7 COUNTRY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 04 -Oct -2004 2004-0060987 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 acknowledgement 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: PARCEL ONE, AS SHOWN ON THAT CERTAIN MAP FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA ON AUGUST 3, 1976 IN BOOK 59 OF PARCEL MAPS, AT PAGES 1 1 AND 12. Date State of California County of BUTTE On PROPERTY OWNERS: Leonard A. Adkerson �-I before me, personally appeared LerlLinLJ LFF i Sty ✓t personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their sig ture(s) on the instrument, the person(s) acted, executed the instrument. WITNESS m h d and o /al. al. Signature PAMELA LYNN HORN Commission 91335159 A.P.# 069-320-032 §&MY Notary Pubk - Cstifo° 9 Butte County Comm. Eq*" Dec 16, 2005 Gary Hawkins kFz,c:"iTECT Sept. 10, 2004" Butte County Building Division 7 County Center.Drive Oroville, Ca. 95965-3397 RE: John Starr Adkerson Residence Oroville, Ca. Plan Check No. AP # I have reviewed the revised truss engineering from Longfellow Lumber Co. Inc. for the above -:mentioned project and found -that the submitted information correctly' depicts the loading and; design requirements. While these documents have been reviewed to verify compliance with structural criteria, It shall be noted that the verification of exact truss dimensions is beyond the scope of our review and shall..be the responsibility of -others. 1370 RIDGEWOOD DR"., STE.10 • CHICO, CA 95973 (530) 892-2700 • FAX (530) 893-0532 • "'aryarch@email,msn.com LONGFELLow LUMBER CO. INC. Quality Truss Design •Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: Better Builders Job No: Adkerson Res. (Ke110909) Address: Lot 32 - Kelly Ridge Rd. AP#: C.20E (Rev. 3/03) Oroville ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 Longfellow Lumber Co., Inc. 89 Loren Avenue (HWY 99 to Entler Avenue) Chico, Ca. 95928 Phone:. (530) 893-0112 Fax: (530) 893-0140 Better Bldrs. Job Name: Adkerson Res. Address: Lot 32 Kelly Ridge Rd. City: Oroville Btr. Bldrs. / Adkerson Res. Job: Kell0909 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4" •Center plate on joint unless x, y offsets are indicated. 6-4 8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Dimensions are in H -in -sixteenths. Apply plates to both sides of truss l . Additional stability bracing for truss system, e.g. and securely seat. diagonal or X -bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never 0-1h6" 1 2 3 stack materials on inadequately braced trusses. TOP CHORDS —,� C1-2 C2J 3. Provide copies of this truss design to the building 1101, 4 designer, erection supervisor, property owner and o WEBS czq all other interested parties. O u �'� ` ��' p 4. Cut members to bear tightly against each other. For 4 x 2 orientation, locate U = " plates 0-1ae' from outside n- a 5. Place plates on each face of truss at each edge of truss. joint and embed fully. Knots and wane at joint C7A c6-7 c5-6 0 locations are regulated by ANSI/TPII. BOTTOM CHORDS 'This symbol indicates the 8 7 6 5 6. Design assumes trusses will be suitably protected from required direction of slots in the environment in accord with ANSI/TPII. connector plates. 7. Unless otherwise noted, moisture content of lumber • Plate location details available In MlTek 20/20 shall not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width 4 x 4 to Second NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to perpendicular slots. comber for dead load deflection. dimension is the length parallel to slots. 10. Plate type, size, orientation and location dimensions CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing ICBO 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at if indicated. spacing shown on design. SBCCI 9667, 9730, 96048, 9511, 9432A BEARING 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but 14. Connections not shown are the responsibility of others. reaction section indicates joint number where bearings occur. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. Eff d- 16. Install and load vertically unless indicated otherwise. Industry Standards: ® M iTek ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. e BCSII : Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 p 2004 MITek® QD iTe May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTekindustries, Inc 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering -is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d*nails at 12" o.c. These rules only apply to residential 2' o:c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. Sincere , QRpFESS(o ONG NO. 049919 EXP -30-04 Redong a Director of F 6gy o Western Operations RY/ek ------ — . ---- — --- --- - ---�lt OF _ _ _ ____._.. - AGE 1 _NSC- I ALT- IJ�TEAAL 6RA(E �CTA;L j s VALib 1::W2 Rc- PLACtWG'. cJN i . (LACES AT V2_ 02 AT I/i T 2 r2oWS •-2��} �R.°cGE •-- (RAGE WITH WEA (2 TILS r;9 Y P . _ t=VGK � r= cA llcr - fZ . lzc-p�AG�y V Oiz }�� NOTE = --/'L poIgTS PmC-EOqur _poINTs 4RA<E, CURAGE bO % THE LENCGT41 OP THE WE13.. T141 -S DETAIL 15 TO t5E U5Et7 k5 AN Alt-T.%OR ONE CONTINUOUS LATERAL L- RAGE. _ L..-il�T�:R.PcL P2 R, A� 1-. r� or---- A i i TRU55E5 rte' 24" O.G.. TYP. -NOTE: 2X3, 2X4, OR 1X4 GRADED LUMBER LATERAL BRACE PER TRUSS _ DESIGN WITH 2-1 OD PER WEB (TYP). MAR 2 7 -2002 BRACE MAY BE ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW) - RESTRAINT REQUIRED AT EPc& END OF t�,RAGE AND AT 20'-0" INTER�lALS. REFER TO J-IIt�,-cU SUHHARY 544EET FOR RELOHMENt,2ATIONt OP TPE TRU55 PLATE (NSTUTE J:Z�sTRMOT MAY DF 14'�E10 13YTEKMI 6C_IbO 12L4W 1�/6 171. BEV Q a319( Job n__ aa Truss Truss Type Ory ply Btr. Bldrs. / Adkerson Res. KELL0909 Al DUTCH HIP 1 55-56 >999 240 R1352495 _ , .,..,...,,,,...., .._.__..,__ ..�:.._ ..�...,., -..... BC 0.66 Vert(TL) -0.64 � Job Reference (optional) �. .. , , vr. . a�aco- rv,av, �s,eg o.uuu s JUn 11 zuu4 mi I eK Inaustnes. Inc. I hu Sep 09 16:1 B:42 2004 Page 1 I- 2.0 -0I 5.10.15 6411� I I I 9-10-2 14-9-12 19.9-8 24-9-0 I 29-8.10 3484 I I $84 71 39-7-14 421 49-6-0 51-8-0 �-I �, 2-0.0 5-10.15 1-0-92.10.10 411-10 411-10 411-10 411-10 411-10 411-10 2-10.101-0-9 5.10.16 2-0.0 Scale = 1:94.4 6x6 = All plates are 1.5x4 M20 unless otherwise indicated. 21 23 26 -_ 58 57 56 55 54 53 52 51 50 49 48 47 5x8 - 3x5 II 10x10 WB= 3x6 II 5x12 = 3x6 II 5x14 = 3x6 II 34 II 012 = 6x8 = 6x8 = 012 = 4288 6-11-8 9.10-2 149-12 i 19.9$ i 249-0 i 29810 i 344&4 i 3980 39- 14 4980 6.11-0 2-10.10 411.10 411-10 411-10 411-10 411.10 49-12 0.1-14 6-11-8 2-10-10 Plate Offsets (X,1): [2:1-4-5, Edge], [3:0-5-10, Edge], [4:0-2-2,0-1-0], [6:0-2-2,0-0-10], [7:0-2-2,0-1-0], [9:0-2-15,0-0-12], [11:0-2-2,0-1-0], [12:0-4-5,0-2-2], [13:0-2-2,0-1-0], 115:0-2-13 [0-0-12]. [16:0-2-2,0-1-0], [18:0-2-2,0-1-0], [19:0-2-2,0-1-0], [21:0-2-2,0-1-0], [23:0-4-0,0-4-2], [26:0-2-2,0-1-0], [28:0-2-2,0-1-0], [29:0-6-0,0-2-2], [30:0-2-2,0-1-0], 33:0-2-2,0-1-0], [34:0-2-13,0-0-6], [35:0-2-2,0-0-11], [36:0-2-2,0-1-0], (38:0-3-0.11-0-112]. [40:0-2-2,0-1-0], [41:0-5-0,0-2-10], [42:0-2-2,0-1-0], [44:0-6-15,0-3-7], [45;0-5-5,0-1-2], [47:0-3-4,0-0-1], [48:0-6-0,0-2-4], [49:0-3-4,0-0-2], [50:0-4-0.0-0-101,151:0-5-5.0-2-121, [52:0-3-4,0-1-8], [53:04-0,0-0-14], [54:0-6-0,0-2-12], LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.33 55-56 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.64 55-56 >736 180 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.11 48 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight 1067 lb LUMBER BRACING TOP CHORD 2 X 6 DF SS G TOP CHORD Sheathed or 4-4-2 oc purlins. BOT CHORD 2 X 8 DF SS G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 DF Std G'Excepr JOINTS 1 Brace at Jt(s): 12, 18, 29, 35, 41, 5, 8, 24 3-56 2 X 4 DF No.1 &Btr-G, 29-54 2 X 4 DF No.1 &Btr-G 41-51 2 X 4 DF No.1 &Btr-G OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 2=5722/0-5-8.48=9733/0-5-8, 45=41/0-5-8 Max Horz2=4(load case 3) Max UplifQ=-66(load case 3), 48=77(load case 4), 45=229(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-71=15914/85, 3-71 =11 5715/124, 3-4=7627/25, 4-7=7474/46, 7-9=7382/50, 9-11=7350/66, 11-13=7485/85, 13-16=7498/107, 16-19=7256/112, 19-21=7082/118, 21-23=6714/118, 3-5=10208/159, 5-6=-10208/159, 6-8=10208/159 , 8-10=10208/159, 10-12=10208/159, 12-14=3690/66, 14-15=3690/66, 15-17=3690/66, 17-18=3690/66, 18-20=3690/66 20-22=3690/66, 22-24=3690/66, 24-25=3690/66, 25-27=3690/66, 27-29=3690/66, 29-31=0/3289, 31-32=0/3289, 32-34=0/3289, 3435=0/3289, 35-37=0/3289, 37-39=0/3289, 39-41=0/3289, 4143=40/13589, 43-44=40/13589, 23-26=-6694/119, 26-28=7038/118, 28-30=7254/114, 30-33=7523/108, 33-36=7507/88, 36-38=7264/68, 38-40=7428/52 40-42=7472/50, 42-44=7616/30, 4472=21/1732, 45-72=-60/1558, 45-46=0/39 BOT CHORD 2-58=55/14973, 57-58=54/14978, 56-57=54/14978, 55-56=-86/15998, 5455=86/15998, 53-54=0/6022, 52-53=0/6022, 51-52=0/6022, 50-51=3607!72, 49-50=3607!72, 4849=3607//2, 47-48=1438/82, 45.47=1474/82 WEBS 3-58=74/82, 3-56=-44/2342, 6-56=1133/10, 12-56=9/1208,12-55=210/0,12-54=5985/94, 18-54=38/851, 29-54=39/5142, 29-52=16/150, 29-51=2548/0, 35-51=2219/20, 41-51=54/8068, 41-49=772/0, 4148=5093/59, 44-47=624/0, 21-22=141729, 25-26=13/715, 4243=276/6, 39-40=366/4, 36-37=745!7, 32-33=647/7, 30-31=9/297, 27-28=10/306, 45=207/4, 7-8=282/2, 10-11=763/9, 13-14=638/8, 16-17=8/188, 19-20=11/212, 23-24=21/1167, 44-48=6631/30 n Continued on page 2 QROFESS/o\ C. ANA �. ```- C 17180 z r * EXP. 06/30/05 * sT9 C]Vtt September 10,2004 AWARNING - 7erj/y design parameters and READ NOTES ON TWS AND INCLUDED WTEE REPERprvrp PAGE MU --7473 BEFORE USE. 7777 Greenback Lane Design valid for use onty with dv4Tek connectors. This design is based only upon parameters shown, and iis for an individual building component. Suite109AppficabiBty of design paromenters and proper incorporation of component is responsib3ty of building designer- not truss designer. Bracing shownCiWsHeights, CA, 9561FA! is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component . , Safety Information available from Truss Plate Institute. 5113 D'Onohio Drive. Madison. WI 53719. M, ,ekm Job Truss Truss Type Qty Ply Btr. Bldrs. / Adkerson Res. R1352495 KELL0909 Al DUTCH HIP 1 Job Reference (optional) Longfellow Lumber Co., Inc., Chico, Ca. aaaza-rash, Greg Asher 6.000 s Jun 17 2004 MiTek Industries, Inc. Thu Sep 09 16:18:42 2004 Page 2 NOTES 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 66 ft by 50 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 11-71=52,46-72=52, 245=28(17=14) Concentrated Loads (lb) Vert 71=312(F) 72=312(F) Trapezoidal Loads (plf) Vert 71=162(F=111) -to -3=167(F=115), 3=167(17=115) -to -23=232(F=180), 3=115(F) -to -24=180(F), 24=180(F}to-44=115(F), 23=232(F=180) -to -44=167(F=115), 44=167(F=115}to-72=163(F=110) AWARMNG - v n 7777 Greenback Lane erjJJ design parameters and READ NOTES ON TBIS AND rNCLODED AGTEE REPERE1yC8 PAGE 11.7473 BEFORE USE. � Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is far an individual building component. Suite 109� Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbillity of the erector. Additional permanent bracing of the overall structure is the responsibilly of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing. consult ANSI/TPll Quality Criteria. DSB-89 and BCSII Building Component \ ■ ,e^� Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. 'v Job Truss Truss Type Qty Ply Btr. Bldrs. / Adkerson Res. TCLL 16.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.28 55 >999 240 R1352495 KELL0909 AtA DUTCH HIP 1 3 I Job Reference o Gonal Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434, Greg Asher 6.000 s Jun 17 2004 MiTek Industries, Inc. Thu Sep 09 16:18:44 2004 Page 1 i-2-0-01 5-10-15 6119-10.2 1 14.9.12 1 19-9-6 I 24-9-0 1 29-8-10 I 34-8.4 1 39.7-14 142,6-84 1 4950 151501 2-0-0 5-10-15 1-0-92-10.10 4.11.10 4.11.10 4-11-10 4-11-10 4-11-10 4-11-10 2-10.101-0.9 5-10-15 2-0-0 Scale = 1:94.4 8x12 = All plates are 1.5x4 M20 unless otherwise indicated. 21 23 26 _ 5x12 = 58 57 56 55 54 53 52 51 50 49 48 47 J^v 3x6 II 7x8 = 34 11 4x12 = 3x6 11 6x8 = 4x12 = 3x6 II 6x8 = 4x6 = 4x6 �� 4x12 = 6-11-8 , 9.10.2 , 14-9.12 i 19-9 24-9.0 1 29-8.10 i 3454 i 39-7-14 i 4258 ,45.0.0 i 4950 i r � 6-11-8 2-10-10 4-11-10 4-11-10 4-11-10 4-11-10 4.11-10 4-11-10 2-10-10 2-5.8 4-6-0 Plate Offsets (X,1): [2:0-3-5,0-1-2), [3:0-5-10, Edge], [4:0-2-2,0-1-0], [6:0.2-2,0-0-10], p:0-2-2,0-1-0], [9:0-2-15,0-0-12], [11:0-2-2,0-1-0), [12:0-4-5,0-2-2], [13:0-2-2,0-1-0], [15:0-2-13 ,0-0-12], [16:0-2-2,0-1-0], [18:0-3-2,0-1-8], [19:0-2-2,0-1-0), [21:0-2-2,0-1-0], [26:0-2-2,0-1-0), [28:0-2-2,0-1-0], [29:0-4-0,0-3-2], [30:0-2-2,0-1-0], [33:0-2-2,0-1-0], [34:0-2-13,0-0-6], [35:0 -2 -2,D -D-11], [36:0-2-2,D-1-0], [38:0-3-0,0-D-12], [40:0-2-2,0-1-0], [41:0-0-6,0-2-2), [42:0-2-2,D-1-0], [44:0-5-15,0-3-12], [45:0-5-5,0-1-2], [47:0-1-5,0-0-1], [48:0-2-13,0-2-4], [49:0-4-0,0-0-10], [50:0-3-4,0-0-2], [51:0-4-5,0-2-4], [52:0-4-0,0-0-10], [53:x3-4,0-1-8), [54:0-6-0,0-2-4], [55:0-34,0-0-3], LOADING (psf) SPACING 2-0-0 CSIDEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.28 55 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.5355-56 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.12 47 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) Weight 1610 lb LUMBER BRACING TOP CHORD 2 X 6 DF SS G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 8 DF SSG BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G 'Except' JOINTS 1 Brace at Jt(s): 12, 18, 29, 35, 41, 5, 8, 24 3-56 2 X 4 DF No.t&Btr-G, 41-512 X 4 DF No.1&BV-G OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 2=6969/G-5-8,47=8468/0-5-8 Max Horz2=4(load case 3) Max Uplifl2=74(load case 3), 47= 86(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 11-2=0/39.2-711=119530/1108. 3-711=1933211143,3-41=1111953/53, 4-7=11731!73, 7-9=1'1612f77, 9-11=11592/93, 11-13=11744/113,13-16=11784/134. i6-19=11432/139,19-21=11085/144. 21-23=10556/143, 3-5=9042/152, 5-6=9042/152, 6-8=9042/152, 8-10=9042/152, 110-112=9042/1152.12-114=1 232/49, 14-15=1232/49, 15-17=1232/49, 17-18=1232/49, 18-20=1232/49, 20-22=1232/49, 22-24=1232/49, 24-25=1232/49, 25-27=1232/49, 27-29=1232/49, 29-31=3008/91, 31-32=3008/91, 32-34=3008/91, 34-35=3008/91, 35-37=3008/91, 37-39=3008/91, 3941=3008/91, 4143=2/3840, 4344=2/3868, 23-26=10521/143, 26-28=111018/1144, 28-30=11407/140, 30-33=11822/135, 33-36=11753/115, 36-38=11588/95, 3840=111593R% 4042=11681/75, 42-44=11736/55, 4472=272/149, 45-72=433/0 4546=0/39 pFESS/ BOT CHORD 2-58=77/18384, 57-58=-76/18397, 5 6-57=7 6/1 8 3 97, 55-56=99/18140, 54-55=-99/18140, 53-54=0/9997, 52-53=0/9997, QR 51-52=0/9997, 50-51=29/11724, 49-50=29/11724, 4849=29/11724, 4748=0/7013, 4547=0/381 CL� Ci AN q( ON, WEBS 3-58�29-54 22//24355 3 2 53/1647, 7/2 OS 29 511/ 59 4261, 35/588 2726 24, 4 165/1=1 8 2358?410/50=15/ O5, 414899. 5193/80, 4448=35/1610, 21-22=17/1187, 25-26=16/1151, 4243=532/4, 3940=245/3, 36-37=925/8, 32-33=796/8, 325/18285=31/56, 7-8=208/2, 10-11=848/9, 13-14=713/8, 16-17=10/487, 19-20=14/691, C 17180 runz 4447=10080977 23-24 of * EXP. 06/30/05 SN C10- 1 ll -Continued q�OFCA1Jp�� Continuedon page 2 September 10,2004 ® WARNING - Vent design Parameters and READ NOTES ON THIS AND MCWDED MITER REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane __qp Design valid for use only with MiTek connectors. This design a based only upon parameters shown, and is for an individual building component. Sure 109 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss d Citrus Heights, CA, 95610 is for lateral supportof individual web members on Additional tem h' 9 designer. Bracing shown only. temporary bracing to inzure stability during construction is the responsbilGly of the erector. Additional permanent tracing of the overall structure is the responsibility of the building designer. For general guidance regarding fobrication. quality control. storage. delivery, erection and bracing. consult ANSI/TP11 Quality Criteria, DSB-89 and BCSII Building Component M I�ek� Safety Information available from Truss Plate Institute, 583 D'Onofrto Drive. Madison, WI 53719. Job Truss Thus Type Qty Ply Btr. Bldrs. / Adkerson Res. R1352495 KELL0909 AIA DUTCH HIP 1 3 Job Reference o tional Longfellow Lumber Co., Inc., Chico, Ca. 95928.7434, Greg Asher 6.000 s Jun 17 2004 MiTek Industries, Inc. Thu Sep 09 16:18:44 2004 Page 2 NOTES 1) 3 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 66 ft by 50 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-71=52, 46-72=52, 2-45=28(F=14) Concentrated Loads (lb) Vert 71=312(F) 72=312(F) Trapezoidal Loads (plf) Vert 71=162(F=111) -to -3=167(F=115), 3= -167(F=115) -to -23=232(F=180), 3=115(F}to-24=180(F), 24=180(F) -to -44=114(F), 23=232(F=180) -to -44=166(F=114), 44=166(F=114) -to -72=163(F=111) . A WARNING - Vert fy design pa' unerers and READ NOTES ON THIS AND INCLODED mnmK REFERENCE PAGE mu -7473 BEFORE OSE. 7777 Greenback Lane __qp Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for on individual building component: Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilliy, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding j�ek fabrication, quality controma8l storage, delivery, erection and bracing, consult ANSI/7PII Quality Criteria, DSB-89 and BCSII Building Component M ■ ■e Safety Inforon available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719. - Job Truss Truss Type Qty Ply Btr. Bldrs. / Adkerson Res. I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase R7353387 KELL0909 A2 TRI. HOWE 5 1 1 TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) Job Reference (optional) Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434, Greg Asher 6.000 s Jun 17 2004 MiTek Industries, Inc. Fri Sep 10 11:26:11 2004 Page 1 .-2-0-015-8-12 12-0.13 18-415 1 24-30 1 32-0-2 1 39-3-4 I 43.9.7 1 4950 15 12.0.0 5-8-12 6.41 6.4-1 8.41 73.2 7-3-2 453 5-8-9 2-0.0 Scale = 1:86.7 5x6 = 4.50 F12 22 21 20 19 18 17 16 15 14 44 2x4 11 3x8 = 3x6 = 3x6 = 3x8 = 34 = 3x6 = 2x4 11 3x6 = 5-8-12 124113 18-415 249-0 32.0.2 333.4 43.37 4964 5.8-12 6.41 6.41 8-4-1 7-3-2 7-3.2 463 5-&9 Plate Offsets (X,Y): [2:0-1-5, Edge], [3:0-2-15,0-2-2], [4:0-3-0,0-0-12], (5:0-1-15,0-2-2], [6:0-1-15,0-2-2], [7:0-3-0,0-2-10], [8:0-1-15,0-2-2], [9:0-3-0,0-0-12], [10:0-1-15,0-2-2], LOADING (psf) SPACING 2-1" CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.15 Vert(LL) -0.08 16-18 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.16 16-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.02 12 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 299 lb LUMBER TOP CHORD 2 X 6 DF SS G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-18,8-18 REACTIONS (Ib/size) 22=1606/0 -5 -8,15=1531/G -5-8,12=335/G-5-8 Max Horz22=-4(load case 4) Max Upliff22=37(load Case 3), 12=31(load Case 4) Max Grav22=1606(load case 1), 15=1531(load case 1), 12=359(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=65/798, 3-4=948/5, 4-5=948/5, 5-6=1106/41, 6-7=882/68, 7-8=882/65, 8.9=810/43, 9-10=810/43, 10-11=0/300, 11-12=164/21, 12-13=0/16 BOT CHORD 2-22=742/1011,211-22=742/99, 20-21=0/888, 19-20=0/888, 18-19=0/1035, 17-18=0/759, 16-17=0/759, 15-16=281/47, 114-115=20/1152,112-14=20/1152 WEBS 3-22=1521/23,3-211=25/17311, 5-21=-493/0, 5-119=0/1183,6-119=23/145, 6-118=343/27.7-18=-61/375, 8-18=19/160, 8 -16=-464/0,10-16=0/1184,10-15=1262/0,11-15=-417/20,11-14=12/170 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 66 ft by 50 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /'�?'()FESS/O& 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard C 17180 * EXP. 06/30/05 * s� C[v[� �P �CFCAUF��/ �y September 10,2004 A WARNING - VerM design parameters and READ NOTES ON THIS AND INCLUDED ALTER REFERENCE PAGE MU -74" BEFORE USE. 7777 Greenback Lane --V Design valid for use only with Welt connectors. This design is based only upon parameters shown, and is for on individual building component. Suite 109 AppGaabi6y of design paramenfers andpr per incorporation of component is responsibility of building designer- not buss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibil6ty, of the erector. Additional permanent bracing of the overall structure is the responsibirity of the building designer. For general guidance regarding Im fabrication. quality control, storage. delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M, ,ekdD Safety Information available from Truss Plate Institute, 583 UOnofAo Drive. Madison. WI 53719. Job Truss Truss Type Ory Ply Btr. Bldrs. / Adkerson Res. I/deft Vd PLATES GRIP TCLL 16.0 Plates Increase R1353387 KELL0909 A3 TRI. HOWE 1 1 1 TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) Job Reference o tiara! Longieaow Lumoer t,o., Inc., k,nteo, s,a. ureg r suer 6.000 s Jun 17 2004 MTek Industries, Inc. Fri Sep 1011:26:13 2004 Page 1 I-2.0-01 5.8-12 12-0-13 1 18-4-15 1 24-9-0 I 32.0.2 1 39-3-4 I 43-9.7 1 49-6.0 151-6-0 2-0-0 5-8-12 64-1 6-4.1 6-4-1 7-3-2 7-3-2 4-63 5.8.9 2-0-0 Scale = 1:86.7 546 = 4.50 12 l^� — 23 22 21 20 19 18 17 16 15 14 4xb 3x4 -i 2x4 11 3x6 = 3x6 = 3x6 = 3x8 = 3x6 = 4x6 = 2x4 II 16 = 2-11-0 1 5.612 12.0-13 18-415 24-9-0 32A2 37$0 ,39.3-0, 43-9-7 i 49-0-0 IT 2.11-0 2-9-12 6-4.1 6.41 6-41 732 5.5.14 1-9-4 4$3 5.69 Plate Offsets (X,Y): [2:0-1-5,Edge), [3:0-4-1,0-2-2], [4:0-3-0,0-0.12), [5:0-1-15,0-2-2), [6:0-1-15,0-2-2), [7:0-3-0,0-2-10), [8:0-1-15,0-2-2), (9:0-1-15,0-2-2), [10:0-3-0,0-0-12), [11:0-1-15 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Vd PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.14 Vert(LL) -0.08 17-18 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.16 17-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.04 12 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 305 lb LUMBER TOP CHORD 2 X 6 DF SS G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G BRACING TOP CHORD Sheathed or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-18 REACTIONS (Ib/size) 15=1748/0-5-8,12=337/0-5-8.23=1387/0-5-8 Max Horz23=4(load case 4) Max Uplift15=2(load case 4), 12=32(load case 4), 23=34(load case 3) Max Gravl5=1748(load case 1), 12=380(load case 7), 23=1387(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=56/745, 3-4=1517/23, 4-5=1517123,5-6=1271/50,6-7=848f72, 7-8=848/70, 8-9=508/53, 9-10=0/478, 10-11=0/478,11-12=218/68,12-13=0/16 BOT CHORD 2-23=693/92, 22-23=0/962, 21-22=0/962, 20-21=0/1420, 19-20=0/1420, 18-19=0/1190, 17-18=0/476, 16-17=-447/53, 15-16=-447/53,14-15=-63/201.12-14=63/201 WEBS 3-22=11/155, 3-21=0/486, 521=75/95, 519=303/22, 6-19=29/362, 6-18=601/33, 7-18= 64/348, 8-18=0/432, 8-17=737/0,9-17=0/i238,9-15=1477/0,11-15=576/27, 11-14=15/204, 3-23=2134/44 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 66 ft by 50 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If �F ESS/ porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 OQR no, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ANO 4) A plate rating reduction of 20% has been applied for the green lumber members. �C`� LOAD CASES) Standard C 17180 - GIT *\ EXP. 06/30/05 /* rs� CIV[ �P �CFCA-.kF / September 10,2004 A WARNING - Vert/y design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane Design volid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite log Applicability of design romenters and o into Citrus Heights, CA, 95610 pp ypa pr per incorporation of component a responsibility of building designer -not tnra designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbilfity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery. erection and bracing, consull ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component � eek° Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison. WI 53719. Job TrussCuss ype Qty 37-x0 39-3.4, BU.'Id rs./Adkerson Res. 49.6.0 116-0 4-2-12 6-4-1 64-1 6-4-1 R13533878 KELL0909 A4 TRI. HOWE 5 1 2-0-0 CSI DEFL in (loc) I/deft L/d Job Reference (optional) 2-0-0 513-12 12-0-13 184-15 24-90 32-0-2 39-3-0 43-9-7 49-6-0 51-60 2-04 5-6-12 641 64-1 6-0-1 7-3-2 7-3-2 4-6.3 5.8-9 2-0-0 smte =1:86.1 5x6 = a snr—'5' 4s z1 71 20 19 18 17 16 15 14 °1O — 44 = a14 11 3.6 = 3x8 = 3x8 = 3x8 = 3.6 = 4x9 = 20 II 3x8 y6 _ 316 11-6-0 5-8-12 12-0-13 18.4-15 24-9-0 32-0-2 37-x0 39-3.4, 43-9-7 49.6.0 116-0 4-2-12 6-4-1 64-1 6-4-1 7-3-2 5-5-14 1-9-4 4-6-3 518-9 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.14 Vert(LL) -0.09 16-18 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.44 Vert(TL) -0.19 19-21 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.05 15 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 307 lb LUMBER BRACING TOP CHORD 2 X 6 DF SS G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 OF Std G WEBS 1 Row at midpt 6-18 REACTIONS (Ib/size) 15=1915/0-5-8,12=257/0-5-8.23=1300/D-5-8 Max Horz 23=4(load case 4) Max Uplift 15=3(load case 4), 12=31 (load case 4), 23=33(load case 3) Max Grav 15=1915(load case 1), 12=335(load case 7), 23=1300(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=51!715, 3-4=1801/32, 45=1801/32, 5-6=1374/54, 6-7=-862!74, 7-8=-862/71, 8-9=-428/54, 9-10=0/696,10-11=0/696,11-12=100/267,12-13=0/16 BOT CHORD 2-23=-065/87, 22-23=0/1752, 21-22=0/1752, 20-21=0/1686, 19-20=0/1686, 18-19=0/1287, 17-18=0/400, 16-17=0/400,15-16=-652/54,14-15=247/92,12-14=247/92 WEBS 3-22=13/182, 3-21=93/16, 5-21=21/241, 5-19=503/28, 6-19=32/458, 6-18=720/36, 7-18=65/356, 8-18=0/553, 8-16=852/0, 9-16=0/1411, 9-15=164110,11-15=586/27,11-14=15/204.3-23=2726/56 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 66 ft by 50 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcun-ent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Q�pFESS/p 9 c C• AW C 171.80 z� *\ EXP. 06/30/05 /* rs� CIV1� �P \rFoFCA��F°�% September 10,2004 A WARNING • Vert/y design parameters and READ NOTES ON TWs AND ny-cLuDED 11DTEK REFERENCE PAGE aw.7473 BEFORE USE. 7777 Greenback Lane --QD Design valid for use only with Mitek connectors. This design's based only upon parameters shown, and is Foran individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 - - i is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillily, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication• quality control, storage, delivery, erection and bracing. consult ANSIAPII Quality Criteria, DSB-89 and BCS11 Building Component M. ,.qqq.... eke Safety Information available from Truss Plate Institute, 583 D'Onohio Drive. Madison, WI 53719. Job Truss Truss Type Qty Ply Btr. Bldrs. i Adkerson Res. 49-0.0 , 2-5-8 3.34 6.4-1 TOP CHORD 1-2=0/16, 2-3=54/735, 3-4=1620/26, 4-5=1620/26, 5-6=1312/51, 6-7=-858/73, 7-8=858/70, 8-9=-490/54, 6-0-1 6-4-1 813533879 KELL0909 AS TRI. HOWE 1 1 2-0-0 8-17=772/0, 9-17=0/1290, 9-15=1526/0, 11-15=579/27, 11-14=15/204, 3-23=2332/48 CSI DEFL in (loc) I/def! Ud 1) Unbalanced roof live loads have been considered for this design. Job Reference (optional) I v... —.1 mn cn u.vvau, a. , —. ro —V m w.—, [vv, rage , 2-0-0 5-8-12 12-0-13 18-0-15 24-9-0 32.0-2 39-3-0 43-9-7 49-6-0 51 fi 0 2-0-0 5-8-12 64-1 6.4-1 64-1 7-3-2 7-3-2 4-6-3 543-9 2-0-0 Scale -1:86.1 5.6 = [� [[ 21 26 is 18 17 16 15 M — 3x6 G 2X4 II 3x8 = 3.6 = 3.6 = 3.8 = 3x6 = 4.6 = 114 II 3x6 = 2-543 , 548-12 12-0-13 18-0-15 24-9-0 324}2 37.6.0 3934, 43-9-7 49-0.0 , 2-5-8 3.34 6.4-1 TOP CHORD 1-2=0/16, 2-3=54/735, 3-4=1620/26, 4-5=1620/26, 5-6=1312/51, 6-7=-858/73, 7-8=858/70, 8-9=-490/54, 6-0-1 6-4-1 7-3-2 5-5-14 1-9A 4-6-3 539 LOADING (psf) SPACING 2-0-0 8-17=772/0, 9-17=0/1290, 9-15=1526/0, 11-15=579/27, 11-14=15/204, 3-23=2332/48 CSI DEFL in (loc) I/def! Ud 1) Unbalanced roof live loads have been considered for this design. PLATES GRIP TCLL 16.0 Plates Increase 1.25 building, of dimensions 66 ft by 50 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are TC 0.14 Vert(LL) -0.08 17-18 >999 240 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.16 17-18 >999 180 Of C 17180 T BCLL 0.0 Rep Stress Iner YES ST CIVIL �P WB 0.58 Horz(TL) 0.04 12 n/a n/a September 10,2004 ® WARNING - per{/y design parameters and READ NOTES ON THIS AND INCLDDED MTEK REFERENCE PAGE MU -7473 BEFORE USE. BCDL 7.0 Code UBC97/ANS195 Oe ' n void for use on with M,Tek connectors. This design is based on u for an individual building component. u9 N g y eon parameters shown. building Appricabifity of design paramenters and proper incorporation of component is responsibility of building designer - not buss designer. Bracing shown (Simplified) is far laterol support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Weight 305 Ib fabrication, quality control storage. delivery, erection and bracing, consult ANSI/TPII OuatBy Criteria, DSB-89 and BC$11 Building ComponentM Safety Information available from TenD' Truss Plate Institute. 583 Onofrio Drive. Md'a aon, WI 53719. LUMBER i. BRACING TOP CHORD 2 X 6 DF SS G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 DF Std G WEBS 1 Row at midpt 6-18 REACTIONS (Ib/size) 15=1798/0-5-8,12=315/0-5-8,23=1359/0-5-8 318 Max Horz 23�4(load case 4) Max Uplift 15=2(load case 4), 12=32(load case 4), 23=34(load case 3) Max Grav 15=17980oad case 1), 12=367(load case 7), 23=1359(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=54/735, 3-4=1620/26, 4-5=1620/26, 5-6=1312/51, 6-7=-858/73, 7-8=858/70, 8-9=-490/54, 9-10=0/538, 10-11=0/538, 11-12=185/123, 12-13=0/16 BOT CHORD 2-23=-684/91, 22-23=0/1239, 21-22=0/1239, 20-21=0/1517,19-20=0/1517,18-19=0/1228,17-18=0/458. 16-17=503/53,15-16=503/53.14-15=113/171,12-14=113/171 WEBS 3-22=12/164.3-21=0/294.5-21=18/145, 5-19=372/24, 6-19=30/395, 6-18=-642/34,7-18=-65/353,8-18=0/468, 8-17=772/0, 9-17=0/1290, 9-15=1526/0, 11-15=579/27, 11-14=15/204, 3-23=2332/48 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 66 ft by 50 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ??,OF ESSI pN 4) A plate rating reduction of 20% has been applied for the green lumber members.��Q�( C' AN�� `F2 LOAD CASE(S) Standard (` ,P C z Of C 17180 T * EXP. 06/30/05 ST CIVIL �P 9TFOF CAO1 September 10,2004 ® WARNING - per{/y design parameters and READ NOTES ON THIS AND INCLDDED MTEK REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane --m Oe ' n void for use on with M,Tek connectors. This design is based on u for an individual building component. u9 N g y eon parameters shown. building Appricabifity of design paramenters and proper incorporation of component is responsibility of building designer - not buss designer. Bracing shown Suite 109 Citrus Heights, CA, "MI is far laterol support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding • fabrication, quality control storage. delivery, erection and bracing, consult ANSI/TPII OuatBy Criteria, DSB-89 and BC$11 Building ComponentM Safety Information available from TenD' Truss Plate Institute. 583 Onofrio Drive. Md'a aon, WI 53719. �'ekm i. Job Truss Truss Type Qty Ply BV. Bldrs. / Adkerson Res. I/deb Ud PLATES GRIP TCLL 16.0 Plates Increase R1353388 KELL0909 A6 TRI. HOWE 10 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.38 Vert(TL) Job Reference (optional) — .."v=. '.. s•rnw, tea-===<o-rv.rr, s,reg tuner b.000 s Jun 1 r ZUU4 Mt I eK industries, Inc. t -n Sep 10 11:26:18 2004 Page 1 ,-2-0-01 5-8-1212-0-13 I 18-415 { 24.9-0 I 32-0-2 I 39-3-4 + 439-7 I 4980 151-&0' 2-60 5-8-12 641 6-41 6.41 7-32 7-32 463 58.9 2-60 Scale = 1:86.7 5x6 = 4.50 F12 7 22 21 20 19 18 17 16 15 14 4x6 2x4 11 3x6 = 3x6 = 34 = 3x8 = 3)6 = 4x6 = 2x4 II 3x6 = 58-12 i7-6-01 12-613 i 18.4-15 i 249-0 i 32.62 i 3780 ,39.3.4 43-9-7 i 4980 5.8.12 1-9.4 4813 6-41 6.41 7-32 5514 1-9.4 483 58-9 Plate unsetS (X,Y): 121,15:0-1-15 (8:0-1-15,0-2-2], "r0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deb Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.08 17-18 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.14 17-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.02 12 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Simplified) Weight 299 lb LUMBER BRACING TOP CHORD 2 X 6 DF SSG TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 DF Std G WEBS 1 Row at midpt 6-18 REACTIONS (Ib/size) 2=301/0-5-8,22=1259/0-5-8,15=1499/0-5-8.12=410/0-5-8 Max Horz2=4(load case 4) Max Upl'Ift2=53(load case 3), 12=-44(load case 4) Max Grav2=312(load case 6), 22=1259(load case 1), 15=1499(load case 1), 12=423(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16, 2-3=0/168, 3-4=-097/0, 4-5=697/0,5-6=-899/0.6-7=696/0, 7-8=-696/0, 8-9=500/0, 9-10=0/279, 10-11=0/279, 11-12=332/45, 12-13=0/16 BOT CHORD 2-22=156/0, 21-22=156/0, 20-21=0/653,19-20=01653,18-19=0/841. 17-18=0/468,16-17=261/23,15-16=261/23, 114-115=11/307,112-114=11/307 WEBS 3.22=1176/0, 3-21=0/984, 5-21=486/0, 5-19=0/234, 6-19=-49/99, 6-18=319/0, 7-18=0/255, B-18=0/258, 8-17=564/0, 9-17=0/978, 9-15=1231/0, 111-115=566/26,11-14=11 5/204 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 66 It by 50 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 QESSIQN 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /�--?,OF N4) A plate rating reduction of 20% has been applied for the green lumber members,a� Ci • ANO LOAD CASE(S) Standard C 17180 �1 r *\ EXP. 06/30/05 /* s� c)v1L �P �TFOFCAk- � September 10,2004 ® WARNING - Ver(/y design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane Design valid for use on with MiTek connectors. This design is based on u Suite 109 ' only g only upon parameters shown, and & to an individual building component. Applicobifity of design paromentersand proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95610 a for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding a fobricotion, quality control, storage, delivery, erection and bracing, consult ANSI/rPI I Quality Criteria, DSB-89 and BCSII Building Component`, m Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive. Madison. cal 53719. ` I Ink - D • i Job Truss Truss Type pry PlyBtr. Bldrs. / Adkerson Res, TCLL 16.0 Plates Increase 1.25 TC 0.15 Vert(LL) 0.15 19 >999 240 MT20 220/195 813533881 KELL0909 A7 TRI. HOWE 4 1 Rep Stress Incr YES WB 0.97 Horz(TL) 0.11 14 n/a n/a BCDL 7.0 Code UBC97/ANSI95 Job Reference (optional) 6.000 s Jun 17 2004 Mitek Industnes, Ino. Fn Sep 10 1126:19 2004 Pagel 1-2.0.01 5-8-12 1 12-0-13 1 18-4-15 1 24-9- 1 32-0-2 1 39.34 1 439-7 1 4950 151501 2-0-0 5.8-12 6-4.1 8.4-1 6.41 7-32 7-3.2 4-63 5-5-9. 2-0-0 Scale = 1:86.7 54 = 4.50 fl2 7 runt — 22 21 20 19 18 17 16 15 14 4x6 2x4 11 3x6 = 3x6 = 3x6 = 3x8 = 3x6 = 4x12 = 2x4 II 3x6 = 5.612 12-0.13 184-15 24-9-0 1 32-62 39.34 439.7 45-0.0 4950 r—� 5612 641 84-1 6.4-1 7-3-2 7-32 4-63 1-2-9 450 Plate Offsets (X,Y): [2:0-0-0,0-0-2], [3:0-1-15,0-2-2], [4:0-3-0,0-0-12], [5:0-1-15,0-2-2], [6:0-1-15,0-2-2], [7:0-30,0-2-10], [8:0-1-15,0-2-2], [9:0-1-15,0-2-2], [10:0-3-0,0-0-12], [11:0-5-15,0-2-2], [12:0-1-5, Edge], [15:0-38,0-2-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.15 Vert(LL) 0.15 19 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.31 19-21 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.11 14 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 299 lb LUMBER BRACING TOP CHORD 2 X 6 DF SS G TOP CHORD BOT CHORD 2 X 4 DF No.18BtrG BOT CHORD WEBS 2 X 4 DF Std G 66 ft by 50 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. IfFES$/ porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 WEBS REACTIONS (lb/size) 2=1553/0-5-8,14=1980/0-5-8,12=-64/0-5-8 Max Horz2�4(load case 4) Max Uplift2=35(load case 3), 14=4(load case 4), 12=148(load case 6) Max Grav2=1553(load case 1), 14=1980(load case 1), 12=32(load case 7) Sheathed or 4-8-4 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing: 14-15,12-14. 1 Row at midpt 6-18.8-18 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16,2-3=3299/22.3-4=2851/40, 4-5=2851/40.5-6=2315158. 6-7=1749177,7-8=1749f74.8-9=1973/51, 9-10=1566/33, 10-11=1566/33, 11-12=0/849, 12-13=0/16 BOT CHORD 2-22=0/3051, 21-22=0/3051, 20-21=0/2669, 19-20=0/2669, 18-19=0/2168, 17-18=0/1848, 16-17=0/1466, 15-16=0/1466, 14-15=783/27,12-14=783/27 WEBS 322=14/201, 321=424/26, 5-21=24/327, 5-19=-628/32, 6-19=34/516, 6-18=795/38, 7-118=-68/875.8-18=378/39, B-17=106!74, 9-17=0/434, 9-1583/0, 11-15=0/2378, 11-14=1910/0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ftabove ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 66 ft by 50 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. IfFES$/ porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ro)N Q� 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard C 17180 Z� *� EXP. 06/30/05 �CF CAL\i�� September 10,2004 A WARMNG - 9er(ftj design parameters and READ NOTES ON TSlS AND INCLUDED mn7K REFERENCE PAGE WU 7473 BEFORE US& 7777 Greenback Lane �r_m Design valid for use on wilh M7ek connectors. This design a based on u Suite 109 onlyonly Pon parameters stxnvn, and is for an individual building component. Appllcabi6ty n Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilrity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII quality Criteria, DSB-89 and BCSII Building Component M iTekm Safety Information available from Truss Plate Institute. 583 Dfrto 'OnoDrive, Madison. WI 53719. i PERMIT NO.` 2888-77R,E PERMIT EXPIRES OWNER- Leonard A. Adkerson CONTR. owner LOCATION (A.P. 34-29-32 E/S Kelly Ridge Rd.,app.4 mi.N.of Olive f.; Hwy, Oroville i p. t Temp. Power Pole Called PG&E Temp. Elec. Serv. /✓.r _!,� Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED (D ) Signature) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION 118CORD, BUILDING BUILDING (Cont'd) 'PLUMf3ING Set ck Soil (pinForm erlor Lath [Afewall a ets 1st loor Mal Bldg. est om Finish 2nd oor Fo ins indo 3rd Flo r Stem all idin To out Slab Roof She In Water PI in Piers Roofing Sewer Garage Fdn. Vents Fixtures Footin s Stemwa I I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physicak handicapped Conformance of ex. structure Appliances Gas PI in &Test Tem Gas Slab Final Sanitation Patio VRE&ACIE I Final masonry watts Z I Throat I Rough Reinf. Steel Final I Fixtures Meshl zMECHANICAL Gird. F 0It Prot. Scrqfch Heati q I Servl tiown X Coo ng T mp. Pole nish DtAts nder round erlor Lath entllatlon Permanent oor Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service 76,67 Elec. Pedestal,) e6* Water Piping to -. 7 i Sewer Gas Piping MOBILEHOME INSTALL ATION - - - - - - - - - - - - - Support -ice Elec. Continuity Water Piping rainage — Gas Piping _ DATE 6 REMARKS OR CORRECTIONS _WF4 CO77- °L0 4 tnf F-D7 `aha .T -,J MV2. 1-17- M lAd mnx 6 :3 C 01'yi P, 014 /.Ti 0A/ a X7 04 `)102°E A!1-1. � -CO 7— D 1- oL tVD P— CD.;, ?FkZrZ.. (NOTE: An entry must be made on this form each time you visit the job site.) M0B Ti,1:110,%1 INS'LALL:\'PION1 INSPECTION CHECK LIST 1. Is the mobilehome loc;�!tcd wi_i_h required separation from lot lines and buildings and generally conform to plot pian? Yc:� No ?. Doe:.;'the mobilehome have required clearances above ground? (Sec. 5085) Yes e_, o 3. Are footin,:;s and supports properly. sized, spaced, and braced as pe approved plans? (Note possible variation at spring shackles.) (SecNo 5082 & 5083) Yes No 4. Is the mobilehome level.? (Sec. 5088) Yes— � 5. If mor Kan a single unit, are crossover connections properly installed? (Sec. 5088) Yes No 5: Water. A. "Is flex; le connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes No B. Test - Does water piping withstand working pressure or 50 lbs, air test? Yes Zl No f4a�low - If coach is not State of California approved, does station have backflow device And pressure -relief valve? Yes= No 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes B. Does it -have minimum ," per foot slope and is it properly supported? Yes— No C:. Are any leaks detected in drainage system after running ons of water through each fixture including washing machine standpipe? Yes No coach is not State of California approved, does station have required trap and vent? , es— No 8. Gas Piping and Gas -Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft. long? No//��e: All piping is to be at least as large as mobilehome gas line inlet without;; reuctioris other than the mobilehome connector. No B. Test OK as per follo ? p g procedure. Yes_ P10 1. Open all appliance c hector valves. 2. Shut off avpliance burner1 a pilot vale s,.� ` - T 3. Air test with manometer to 10"-14 wat r column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in to pound increments. Test for 10 min. without drop. 4. e Connect: gas meter to mobilehome wit l connecto turn. on gas, test connections with soapy water. C. Are all appliance vents properly installed? Yes— No N In a. Electrical v A Is service Large enoligh to provide adoqu:lte amperage to mubileiiome. (must equal rating of mobi_lehocae with a-.An.u::um of 100 mp) and other faciliti_rss on lot, i.e., water pumps, garage, cabana, Ctt . r YeC G/No_ B. Is they--� proper clearances around panels? Yesx, O- C Is power supply cord or feeder assembly properly fused? Yes o_ D. Is continuity test satisfactory as per the following procedure? Yes 4--tto ] . De -energize electrical wiring system of the mobilehome at the pedestal .2�Dlake sure that t1he power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected, ,3-.1- Swi.r_ch all breakers and switches in the mobilehome to the "on" position. 4 Connect one ls,.ad of.: a Lost instrument to the mobilehome grounding conductor and u tclILpy CGnuliC tGi, lllia ii(llg Ye ttrdt, .0 aC1l CIIVUL.LCL1GLcJpiy tCe Gzu?Y ,5. All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. Upon completion of the above procedure, the power supply cord or feeder assembly conductors shall be connected to the site service equipment. A further continuity te.�;t shall then be made between L:.he grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the cl.ectrical tests, the lot or site service equi.pment• may be approved for energizing. t4cp Ts job card si ned by Liealth Departfeat for water and sanitation? N.tom- OW4" /C pc v t r-> 1.1. If everything okay, sign off card and t.a; services. yiU13TLi;tUt^.L' DATA Manufacturer and/or Namestyle Length �_ 'Width_ Vehicle Serial No. State Identif icati_on No. 4de,itional Information or Comm-ents: 0 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 - CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the reyiremen-ts of the California Administrative Code, Title 25aP�t , Cher 5 under permit number — for.the following location: .fez, s .i /1i Lr i� , Z Owner /- ./-7 14 V Wle— tC J 0/� Owner's Address c'S#0f-6V l Mobilehome Mfg. Model Year Insignia No. AL s-rSerial No. It is hereB�—c rtifie7forlc°clpancy at the above described location and may be occupied. Director f Public Works Date �S� By e �/� /1��V THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED — • �� COUNTY GF BUT -TE DEPAR•TMENi' OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 I Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. Date 1,P-11-77 Signature of Permittee or Ag nt Receipt No. /� - White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR O?�I`UBLIC WORKS By Date 16-7-1--77-- B u orZ/-77Bu tding permit expires Date 7? BUILDING f W1 Owner ,CO �� �`� SQ SQ. FT. OCC. BUILDING VALUATION Mailing Address lXZ67 Q V6 t� .�.ZDIo Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ Building Address C /� PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Q p 1 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 9-7919 - ZonTn V riff at•o Only Each gas water heater or vent 1.50 A. P. No. Zo Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees L !_a �f!t;. on Fire Dept. Fire Zone Use Permit Building sewer 9.984 EQA ParkiParcel Plansation' ?Declar r el ap 60' R/W Imp ro ents Lawn sprinkler system 2.00 -P Bldg. Flans Recd �arc Approv PI s Approval Permit Fee $ $ WS 104 NEW ❑ ADDITION ❑ UTILITIES X OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 100 AMP ORV OR LE LESS5.00 Main service EA. ADD'L 100 AMP 2.50 OVER 600V Main service 1100 AMP OR LESS 25.00 Single Family ❑ Duplex ❑ Mobil Home [g Others ❑ Main service EA. ADD'L 100 AMP 1.00 NEW CONST. DWELING OR ADONIS.( ACCLBLDGS.CCUP. &) 2¢sgft NEWCONSTR. MULTI.OUTLET NON -RESID. ( BRANCH CIRCUITS) 12.50ea ' NEW CONSTR (POWER APPARATUS & NON.RESID. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style le of: Ex. Occup(OUTLETS OR FIXTURES) BAL 25 Ex. Occu FIXED APPLNS. OR p•(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 rV 1 am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑1 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit .Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby i0( TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. Date 1,P-11-77 Signature of Permittee or Ag nt Receipt No. /� - White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR O?�I`UBLIC WORKS By Date 16-7-1--77-- B u orZ/-77Bu tding permit expires Date 7? LICATION FOR SEWER CONNECTION AND .SERVICE FROM NORTH BURBANK PUBLIC UTILITY DISTRICT hereinafter referred to as "Applicant", being the property owner for i which sewer service is desired, hereby requests the North Burbank Public Utility District, hereinafter re- ferred to as "District" to connect Applican s sewerage disposal line to the North Burbank Public Utility District's Sanitary Sewer System and to pr ide se a agVNiumber Location of property: of dwellings located on property divisio Lot Bloc • Ic'_ � Number of hookups this application In District to cover ❑ Out.of District Number of outlets / Kind of Service per hookup ' ❑ . Residential. Hookup fee ❑ Rental 1� Residence New Service ❑ Duplex ❑ Apartment Total amount ❑ Industrialpayable Remarks 'Service to be in accordance with the conditions hereinafter set forth and the ordinances and rules and. regulations adopted, or to be adopted, by the Board of Directors of District, all of which applicant agrees to abide by and fully perform. A licant agrees to pay for such service at rates of tolls and charges as established by the District from i e to time. Date 3 Signature of Appjicant and ner /1 7 - 1 ['11 _Z� ,/ .& , - (S-3 Mailing Ad ess _ . CONDITIONS OF ACCEPTANCE OF SEWERAGE SERVICE 1. The District, its officers or employees, shall not be liable for damages to persons or property oc- casioned through the installation of any sewer connection, or sewer service provided for by District. 2. In accepting this application District does not hold itself liable to the Applicant for failure to per- form any of the obligations imposed upon it or assumed by it under,this application if such failure shall be caused by inevitable accident, Act of God, fire, strikes, riots, war, lack of capacity in District's sewerage disposal plant or lines to handle the sewerage or any other cause beyond the reasonable control of the Dis- trict. 3. District will not be liable for and Applicant shall hold District free and harmless from damages re- sulting from interruptions in service or .stoppage in lines and District assumes no liability for damages to persons or property occasioned through defective sewerage lines, meters or other facilities. 4. All inflow pipelines to the main sewer lines of the District's shall be of such size, quality and material as will meet with the District's approval. All connections to the main sewer line of the District shall be made in accordance with the specifications .of the District. and shall be made by the District at Applicant's sole cost and expense. 6. Applicants are informed that it is necessary to secure permits from the County prior to interfer- ing with or disturbing rights of way of the County such as alleys or streets. 6. No storm drains or storm water shall. be dted into District's Sanitar Sewer System. This application accepted this_ «_day of Payment on above app ca ion received by cash p chec $ NORTH BURBANKPBLIC UTILITY DISTRICT By -!i%n �. BY .,- This sot o4 plans and4pe-c4itv+ions MUST be 'kept on'the-i6b of all times and if is unlawful to m4p anvAr-nnes or alf--rc.-f4ons on some without written per -mission from the Denarfment of Public Works, Cou'n+y of Butte. I 0410H.:—All' Materials & - Accorclance with Recogn Of a qualify prescribed fo Uniforn-, Building, Plumbing the *c' C. E 'Aj" un L; Nis 0 Poole,/ v W A. C; 2-C O 0410H.:—All' Materials & - Accorclance with Recogn Of a qualify prescribed fo Uniforn-, Building, Plumbing the *c' C. E 'Aj" un L; Nis 0 Poole,/ -r- t -Z v W A. C; permit will be required for the lotion of the ro 0 -bilehome. ► nsm -he 841g. Setback shall be 5 ft. from the ide property line and 50 ft, from the centerline of the road, permitting a maxi mum 2 ff. but of a eovp Qywhang entirely \ out of all easeme*.--,. :'D ^11iUrIlIty connections shall be located within 4 ft. outsiqe the rear k., third section of the mopile home Yorkmanshi tfiq# P on the left (road) side of the mobile m home: Dd Good the Specified use in the Mechanical Codes -an+''-"- BUTTE COUNTY P I -e 14 C �-2 0-0 BUILDIN - ARTMF DEP -NT '� r. 11' A P P R 0 V E -r- t -Z COUNTY OF`-�TTE- - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT 3�yy�7 authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X ov" " K Date 21 Signature of Permitteee or Agent te Receipt No. & ! / z y White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR OF UBLIC WORKS ® By N ��T— Date7-72q-77 Building permit expires Date��-zC BUILDING Owner Z 44, o4 C104 S SQ. FT. OCC. BUILDING VALUATION I Mailing Address Telephone No. Fireplace � Contractor . ' �/ G� Total Valuation Mailing Address L6 r G fada f774K,2, Permit Fee Plan Checking Fee&/or Penalty S Iii `9 Ga . �f O/ elephone No. SS7 Permit Fee $ Building Address ® '� G PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. N 1. 3 a" Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F Sani Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma p 60' R/W Im rovements p Lawn sprinkler system 2.00 Bldg. Plans ReJOL I Parcel proval Pla pprovaI Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service i°oo AMP V OR LESS RSLESS 5.00 Main service EA. ADD'L 100 AMP 2.50 60 Main service 1100EAMP OR LESS 25.00 Single Family ❑ Duplex ❑ Mobil Home r72r Others ❑ Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST ( ACCLBLDGS.LING CCUP. &) 2(tsgft NEW CONSTR. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS) 2.50ea NEW CONSTR. POWER APPARATUS &) NON.RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: // r obi) (� 1 64141 a, Ex. Occup(OUTLETS OR FIXTURES) BAL0104 FIXED ALNS. Ex. Occup. (OUT LETSP(RESID)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 f License No. 3 0 9 a G o f Classification C �" a Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ly1 I have placed on file with the County of Butte a certificate of W� Workmen's Compensation Insurance. ❑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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee I or $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby f®s� TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X ov" " K Date 21 Signature of Permitteee or Agent te Receipt No. & ! / z y White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR OF UBLIC WORKS ® By N ��T— Date7-72q-77 Building permit expires Date��-zC MOBILEHOME SUPPORT DATA Mobileh&me Mfr. GLit, Gni(D/�a�t S Setup Model No. / 6 T Year Width (ft.) Length ..6 . :.. (ft.) Expando Size ft.x ft. - (Draw support details below) . On all mobilehomes manufactured after October-7�, '1973, furnish manufacturer's installation manual and structural setup sheets (it not on .file with .t a County of Butte). Sin le Footings (check. one) / ] Wood either M (- Max. Pier �ft:�" in.) Spacing (in.) (in.) 1 j �, Max. I ( I / _- �_1 Overhang --- S tt (in. *If center piers are other than drawn above, draw in locations, spacing, and dimensions. BUTTE COUNTY BUILDING DEPARTMENT APPROVED pressure treated or Center Center Support fdn. grade. Support Footing Sizes / Locations (in.) 2. Concrete pad. .4� ffi.5 in.. 3. Other,:specify A Supports (check one) 1. Concrete block 2. Concrete piers ft� �i7 in.) (in.) "'3. 3. Steel piers /_/ 4. Other, specify _ r Typical Support �/ �l x3 0 Footing Size (in.) (in.) (- Max. Pier �ft:�" in.) Spacing (in.) (in.) 1 j �, Max. I ( I / _- �_1 Overhang --- S tt (in. *If center piers are other than drawn above, draw in locations, spacing, and dimensions. BUTTE COUNTY BUILDING DEPARTMENT APPROVED BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name: 442M el j � -Q /� S D /YL 2. Installer's name: 3. Is the site currently under permit? Yes /,>Z/ No (If yes, furnish permit number ) OR Is the site an existing site? Yes / / No (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes ' / No ( If no, clarify ) /p--`��---d� l�r_t- --- D a 5. What is the mobilehome electrical rating. - .� Amps 6. What is the mobilehome site service rating? --------------------- 02 (, S Amps 7. What is the mobilehome.site circuit breaker rating? ------------- 02 d Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Yes / / No (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- (in.) 10. What is the type of gas service? ----------------------------- Natural / / LPG / / 11. What is the gas pipe length from meter or tank to the mobilehome? (ft.) 12. What is the mobilehome gas demand? ------------------------------ (BTU) (This information not required if pipe length less than 6 ft. on natural gas yor less tha(n'' 50 ft. on LPG.) _ IATES z pn'n' 'UR GINEERING OROVILLE, CALIFORNIA 95985 PHONE (918) 589-8457 CALIFORNIA P. E. NEVADA P. E, OREGON P. E. July 13, 1977 James Glander Department of Public Works 7 County Center Drive Oroville,.California 9596.5 Re: 77565 Dear Jim: Compaction test results are enclosed for mobile home site preparation for: Client Jim Selkon, 677 Kelly Ridge.Road, Oroville Owner: L. Adkerson - Concord, California 3�f -� 9� 3a-- Representative tests indicate that the 90% relative compaction requirement has been satisfied. A location map is attached. Very truly yours, COOK ASSOCIATES Ro?MMcEj1r Civil Engineer RMc/cap Enclosures . o DR. LLOYD M. COOK ED, D. JOE E. COOK M. E. DAN J. COOK C. E. oou1,ar► of BUTCE OEC- of PUBLIC W9RkS .. n I ` , 3UL.14 1911 ?IA MA11�12�112e3i4`518 It SP � Ownar• T. Adkersnn Client Jim Selkon COO SSOCIATES Project Kelly Ridge Road ENGINEERING CONSULTANTS Nuclear in -Place Job No. 77565 2060- PARK AVENUE Moisture Density Test Kimbrell OROVILLE , CALIFORNIA 9 965 Operator ( 916 533 — 6457 TEST NUMBER 1 2 3. 4 5 6 7 8 9 10 TEST DATE 7-11-77 lst Lift TEST 1.5 ' F i 1 LOCATION NE Cor FINAL MODE a DEPTH 811 DT MOISTURE COUNT 696 MOISTURE COUNT RATIO .502 MOISTURE 8.30/ PCF 11.25 DENSITY COUNT 280 DENSITY COUNT ,RATIO 1.052 WET DENSITY PCF 127.5 DRY DENSITY 119.16 PCF 116.2 % MOISTURE 7.0/ OPTIMUM DRY 122.60 DENSITY PCF % OPTIMUM 14.2 MOISTURE % RELATIVE 97 COMPACTION / 94 DAILY STANDARD COUNT COMMENT: Fill has been there for 2 years. Was compacted at' DATE MOISTURE DENSITY that time with sheeps foot by contractor. Pad looks good. 7-11 1386 266 Date �.,. 1 C D ..h.�, � ASSOCIATES TEST N0. ENGINEERING CONSULTANTS JOB NO. 77565 OROVILLE. CALIFORNIA 7-12-77 MOISTURE -DENSITY CURVE AASHO T-180 ASTM D1557 A Test 1 2 3 4 B Mold + Soil Grams 4067 4138 4160 4102 C Mold Grams 2020 2020 2020 2020 Net Soil D Grams 2047 2118 2140 2082 Mold. 1/30 1%30 1/30 1/30 E Size F Unit Wt.3 Lbs./ft. Wet 135.38 140.07 141.53 137.69 G Pon Number 103 104 106 103 H Pan + Sample Wet 377 404 373 363 I Pan + Sample Dry 352 373 344 330 Pan 150.0 156.0 155.0 150.0 J Grams K Speedy L % Moi sture 12.4 14.2 15.3 18.3 M Unit Wt. Lbs./ft. 3 Dry 120.40 122.6 122.70 116.40 By Dave Kimbrell D= B — C F_ D x E 453.6 L= H I x 100 M= F I — J L Client Name and Address .Tim Selkon 677 Kelly Ridge Road, Oroville Job Location Next to 677 Kelly Ridge Road going North Material Source On site cut material (brown silty clay) r i q Recreation ..Area 1 .. / - ! \. \ �,1��•.{Irk \.• 1••\ •� •may, � � \ �', . ;V�\ ,/�- `\�.. l I �\ \ J N Oroville SI: .� \\\ l\eseivoir 'Potter Ravine J ' Recreation: } ��� •. Area q r--si rio ��F9 1 /1 -. 11 � �`�rrer.i°nPdd� \� ;-'Kelly Ridge x: Recreation )� �Area 10VILLE c / DwELLO hyDh S •'Roi° ^ DAM li' '\ LAKE OROVILLE 4Y .RISA (/ W `(, /' \S / �• VISITOR. S 1 CElt7ER Bid Wel G� A'or,h I I ¢ 1 ' OOLF LIVRS Dr ': Reeervor. \and Blvd.: W 11 Cn•oerr { © y 1 - ROPa/ O'er .r Dr. Canyon h0AI R.MP J 9 I ` ' OP Recreatlo Frrnwrpe Av.. O O E 1 Bercker Av. _ O •ANAL 1 In[fneA., 93 moe //` 3 1,' O o Area•. / 'ia / • Ikrrr rn..Ir.i C S to r •.•/ ^` �... , n N 6 ` �r Cemap—w: rr. Dr. / .m P/.I P°ad _ CanVon H' 1 :p� �=9'��0. „moo.. Ove d9 �� Drive r�lv Or. S� �'noy y J,/ =r `{ _• f as` o` 3 ss P i__ ,tr/l� c Q 6 3 G. `Cr �, v. Si4 a. � �G� `II• -c 9L r'O, �b - r OC •wtr b r w ° ORDVIL LEL ( o .c 1• �.'Creek sv r � bau �. O» Pvk p`. 1 Boulevard �� PA,o� J•r•` a Recreation 3 0 .n° u i f „ OP �9., Q� 2 a crest, o ...y � . (/¢ Wain., Ave.O Area � •s' s'ili,r. o € i = Or„ o Dr. o,� •• r' nrvam e`•'% - Sv°ss ,.�° A `� Atnn 3tF ci c.. '`e : p x 3 d' ti PI �� - Av U {rOO DUin Nnrnvmw or IFarL unA 11d ,; .. Aroen N. Orod ° de` 6 H..drimn.... tJE .O PGlenep 0r' .....:. .-. aon c VA d 9r ° Y :.d's" ; . Bow•Img Dr. OV- =rA o ♦S ��. �.0 uQy+¢.11 RS RAA'CR ntl` S 1 1` , W Il.., n...:ll....h u.rl..- 162 f.N l'O/R K`Y. J� ° �. ! osona.iew Dr I r •'%t• p ' -' umi - 0 Highway / ryE BLVD. Sunset yrh- H°r:ta 9� j 1 a.ntn 4 1 ' Med'aal Crn¢r Ho,piul Oa HtG d r Vrew M Av . m � �„ IO.e.il4 Z tVE ' v WAY ru4 ,. Seh. (I -\ Hilltlale S. 9� Uf bite E a -V° p»'relrl ` ysiOt• a, OPhlr Elrm. Y p PAID o \ Ai ornin 'tle Or, �� 5th. D OrUartl _ A a N,v r e t E er 4`O' P¢ i en Hill Dr fer g C uX rl{, c Sr WYer>aolle7 Glen�/ CAT IlY O a 7 Y .'� POm w:v E s _ Sr. Gre ravine Street o I LO I D Gs. Z Crane Ave. v' D Blakeslee D. f • H/C/y BB— + Hau:rrn .. a �. O"G" JnlBr c :� _...��^ ¢ by Becn 4 - Itnrt St Q m�te''Ae' ' �" O o g Oakvale Ct. o r Q� A �w 3 V-7 Rd.°n O oY. Tucker Ave. 1 tP Q•o� BrA e W= 'Ue " o p ROAD„- wvandottr Bu a u O / lI ( £ c r.4 9L �� Mr sO Oroville / a I Call:' Grove Sr. G ren. Pan P Rtl. nrr "' °o sG••• . . O Cala V-6 O D R Rantl ` ° cert ^ O Vo.e .. POP O Z -� Cem ' Md1 St. OL 0 1 ane �9 pip••, `O. O ar 1 0 O x N 3 Fa"/ t tOP Z 01rv1 P ve' Q Ch Crud Urn y� D O Urn O Oak Knoll WaY O '� MOVN \ ��' p Q, a y Cen. `. Blum A. ¢' rn i g B OROVILLE- Cucle Drive � - ¢ Rinne wv. J w 4ryCp D Gale Cour 3 h tam. Mopll,E w�2 jhv > 6 rn ( R HWV'i O Oakview CI. C, e W Lai, i Pl. � s V A—. 9,yGOR akGHWA ROD/C`F aC, 1� 1 F` ' Dant Q Oakde4 1 la. PUIYumo JIM GG 9,y Joa 1 _ 0 / .. Nerghn Sth �Mgh Sthrrnl VIM -S " 0 '� CO Eeat'I wiel• Monte I Villa venue - / ♦ 9 1 - I R t PEP- L RSA 1= Frti q a 1�ch .Eorestview D/ CowTRA&To(L- L RAW '106 f' o C- MOBILE HOME NORTH PAD NOT TO 5CAl s IA 09ME E s xi M05ILS HoME T lL JIM SELKO�J' 671 KELLY R4 D&5 ROAD OROVILLE, CA, J oB N o. -7-7 S , Com PACTI ON 1-1645T L Cv--ATl0W MAp. �. L AOKERSONJ . 5 v LAND OF NATVRAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS CLAY,CASTLEBERRY, Director, ,T.'6' c '!•�• ` 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 s n Teleohone: (916) 534-4541 ` ^ 5 H. W. McDONALD Deputy Director February 1, 1982 - -Leonard Adkerson 1220 Day Avenue RE:' Building Permit Comcord, CA 94520 A.P. # 69.3-32 Bear5Mr. Adkeroon: j I With reference to the above subject, we have been advised by one of our building inspectors that you have not obtained the required permits and inspections from this office for the work you are-doing�as follows: Constructed decks and awnings on your property located at 3.66 Kelly Ridge Rd, Orovilto:: Since permits and inspections are required by both State and County laws; please contact this office within ten (10) days'of the date of�this letter, submit two (2) complete sets of plans; apply for the -required permits, and pay the appropriate, fees.*1udietsl,+ t ! r All work must stop until you obtain -these permits and are authorized by our field inspector to proceed. This field authorization cannot -be made until the existing work is inspected and `approved. Your cooperation in resolving this matter would certainly be appreciated. Should you have any questions concerning this matter, please contact this office. 4 Yours very truly, Clay Castleberry Director of•Public Works JFG:dd J.F.' Glander Chief Building Inspector cc: Building Inspector, Oroville A9>gea3sOr a Ce �lG. T /�/yam ti�,E-� �--o� ,,,��:y�� c� �rc�z /4— s i— -177 K C ti ! 7 1 ll'�v 1 Rd..& Br. Mtce. Shop & Yards Bldg. Insp. Admin. D&C / Traffic Const. Rd. Des. Br. Des. Sur. & Loc. Transp. R/W Mapping Land Dev. Ref. Disp. Drng. / S.I. Sub. & Pcl. Maps Permits r .. 'FilRSec.. No UNTY (For Action 1, 2,3) ks Dept. (For Information ✓) Rd..& Br. Mtce. Shop & Yards Bldg. Insp. Admin. D&C / Traffic Const. Rd. Des. Br. Des. Sur. & Loc. Transp. R/W Mapping Land Dev. Ref. Disp. Drng. / S.I. Sub. & Pcl. Maps Permits BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS SPECIAL INSPECTION REPORT /p► synl I1�141� Ii�lr A.P./ Ower AAte^,-- 11 5,Z �Z�� �� � �A�E�'•. I:AJN�� � g4� -Date of Ins ction' •-��� � Address: � • Tenant: - Inspector 4d&�, Building Location:3(00 KI LL IZI2615 PD., . ORC&LE Type of Inspection requested: . 17 1. Housing. 1..1 2.'Finane ing 3. Change of Occupancy to eci S FCI.S 4. other (s! fy) � t IIJ S pE1Zl�t'ITS.' . _ Present use.of building: --- 'A Sanitation '(Housing 1. Water closet:: 2. Lavatory: 3. Bathtub or shower: - 4.: Kitchen sink:' 5. •Hot and cold water to fixtures: ,. 6: Heating "facilities: 7. Natural light and ventilation: " 8. Room and space requirements: Bedroom window or door for second exit : ' 10. Infestation of insects, vermin, or rodents: 11. Connection tb.sewage disposal: 12. Connection to water -.supply: 13. Rubbish and garbage facilities: _ 14. Comments: _ . _ ,_ _ •' L M;•H -` Un . Ps -19'M ITS FWAMD B_ Struc� tonal 11. Piers and footings: AU4.uST 1C, 1q17 2. Floor construction: . 3. Wall construction: 4. Ceiling and`roof construction: 5. Fireplaces: t 6. Comments: 1� ) �.. . C. Electrical 1.. Service and ground:� 2. Receptac es: 3. Fusing: 1 4. Comments: . D. Plumbing 1. Fixtures connected and vented: 2. Gas water heater: 3. Gas heating vents: o 4.... Comments lnnntinitad nn back)- '' .E. Other 1. Maintenance and repair: 2. Fire hazards:_ _ 3;.!' Safetyz _ haards : - - - 4 Weather protection: _ 5. TJxi.d-rfloor` and attic ventilation: 6. Com:eent:s: - - F. Ccmmercial Buildings 1. Rcof covering: 2. Distarce'to property lines: 3. Physically handicapped: 4. ^est-oom floors an<l walls: S. Exits: 6. Improvements: 7. Zor_ing:_. 8. Cotnmexit:z G. Field Probl anis or Violations 1. Problem or violation (give complete description)-. DF—aC 2. What action taken � gi.ve complete description) : vkfT T/fG 7b Suf is/T L�/✓S _ lye tll� P�A�i Ga?IDGc Fcyc - (: jEO PE"i 17- _ W, e/ -f / 1 j 4) 3. What an -Lion recommended: %% A. s.nfora;;tion only _ f i. 1,.. B. Hold for trun (10) days, then wri; c- l.rtter. % r W-,I.iF• 1YY_tei. % D. Other: F/1x� q9�x t/DZ Y3o �,/C, - __ _. ___ ~'-�% � .- -- -= ��=`'�'�-� : /C-!fit-a-'�. �-� �1�-�-' �-���,�_, G'� �-•-z, -%' �.�'�� � _7'" 1-51 r, r is PERMIT NO. 354-82B- . PERMIT EXPIRES./ �! d OWNER Leonard A. &X Adkerson Butte Malin i� CONTR. g, Oro. • ASSESSOR PARCEL f q-32-32 . F LOCATION 366 Kelly Ridge Rd., Oroville Temp. Power Pole_ Called PG&E _ Temp. Elec. Service Called PG&E _ Temp. Gas Service _ Cal led PG&E JOB FINALIE1 Signature = OK O = Not OK = Not Applicable * = Not Ready MOBILEHOMES MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except q's Date DECKS COVERS, CARPORTS, ETC. (Plans) OK except q's 1. Zoning Requirements—Setbacks—Easements 2. Soils; Special MH Support—Sketch Zoning Requirements—Setbacks—Easements 2. Footings; Size—Depth—Spacing—Connectors 3. Sewer; Location—Test—Fall-C/0—Concrete ecks; Girders and/or Joists—Decking—Bracing—Stairs—Rails 4. Water; Location—Test—Easement Needed (Sketch) od Awn.; Posts—Beams—Rftrs.=Connec.—Shthg.—Rfg.—Bracing 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete m. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. Gas; Location—Test—Wrap:/ /"L"ft./ /"Nat. or/ /"L"fl./ /"LPG 6. Carports; Windows—Ddors 7. Utility Clearance 7. Elec. A(16 J05e!6" &>O C.htctj ,L&f%3 44f Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except k's 1.Zoning Requirements—Setbacks—Easements Card -B Card -Br Date to — j/ Card -BI Date Date Card -BI Date POOLS (Plans) OK except N's 1. Setbacks—Easements 2. Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability 3. Gas; MH Test—Demand—Valve—Connector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining 4. Electricity; MH Test—Crossovers—Breakers—Clearances 4. Elec.; Receptacles and Lighting; Distances—GFI 5. Drain; MH Test—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7. Water and Sewer Connected—C/0 to Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 9. Exits; Insp.—Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single and Duplex) * = Not Ready Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI bate Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except q's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 57. Smoke Detector 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. 63. Stairs & Rails Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Card -BI Date Card -BI Date Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location 22. Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 72. Insulation -Foam -Looked in Attic ❑Yes 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 73. Guard Rails & Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen &Conductor Size 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral ❑Yes El No 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters Dyes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. 82. Ventilation throughout House Glass Protection Card B -I Date Date Card -BI Date MECHANICAL (Permit) OK except q's 31. A.C. Ducts: Insulation & Support 83. _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/0 to Grade -HD Approval _ 32. 33. Vent Fan; Exhaust above Insulation Condensate Drain & Overflow; Size & Grade 86. Energy Compliance Certificate -Other Certificates 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic - -_- Card -BI Date Card -BI Date Card -BI Card -BI Date Card -BI Card -BI Date Card -BI Date Date Card -BI Date Comments at Final: Card -BI Date -.---.Date FRAMING(Plans) 36. Date Card -BI Date OK except N's Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound _ 38. 39. Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub _40. __4i. 42. 43. 44. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthnq.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat _ _ 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 47. Garage Fire Protection Framing (NOTE: Anentry must be made each time you visit job site) J16 l J�\ COUNTY OF BUTTE DEPARTI ENT C�F PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534 1 ` APPLICATION AND PERMIT ASSESSOR F i_tNUMI ER� LZ- 33 ZONING. UILDING PERMIT PI ow E L" i41S-//6 T� SQ. FT. OCC. BUILDING VA UATION Z z,ao IPA%. OWNER'S MAIL�IrVNG ADDE55/��r G¢ 5 O ,.O CO RAC NAMES _ AIIA TELEP ONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ ZQ , Gp Filing Fee $ 10.00 LENDER'S MAILING A RESS Permit Fee $ t O D A T�C_T ENGIr R '/5� / L N o. Plan Checking Fee $ 2 ,. 5� Penalty $ tw ( CHIT(VL€7CCCT/�/O/�//R, GI(//�,VE//ER'SM ILIN(G A- RCES1�/ /Y/ � Permit fee $ BUILD �tjoJA DpRESS �q /1 C, �T _�N//(/� f'/ `-(JT /W PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAME PARCEL MAP S� `/ Each gas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobil ehomeQ�Other SPECIFY Building sewer Lawn sprinkler system 5.00 ,--, TYPE OF WORK New ❑ Addition L3' Remodel UV��it)J'es ❑ Installation ❑ Other ❑ Describe work: S /`rDvAJ1X1 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 00V OR Main service 100 AMP ORSLESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. (DWELLING OCCUP.N) OR ADDNS. \ ACC. BLDGS. 20 sq it CONTRACTORS LICENSE LAW I dectare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. ' License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the -structure is not intended 6r offered /for sale. (Sec. 7044) L� I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR T .OV LET 2.50 ea NON-RESID BRANCH CIRC ITS NEWNON-RESID. (SINGLE OUTLET CIR. POWER APPARATUS 6 so L as Ex. OccupOUTLETS OR FIXTURES BAL@1 Ex. Occup.(OUTLETS FIXED APP(RESID )R EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate �f Consent to Self -Insure. LEJ ' shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all ilities, judgments, costs, and expenses which may in any way accrue ag in said County in consequ nce f t e granting of this permit. X Date �L^ g2- g tura of Applicant — Owner ❑ Contractor ElAgentwork OSHA permit is required for excavatio s over 5'0" deep and demolition or construct- ion of structures over 3 storriQies in height. Mobile H91ne Jestallation Fee $ U TOTAL PERMIT FEE OC CUP. GROUP I TYPE OF CONST. I JPARCEL H SUE This permit is hereby issued under sions of the Butte County Code and/or indicated above for which DIR OR UBLIC • BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Dat2� ✓ Z L�6 Receipt No. �O� 01 WHITE-D.P.W., YELLOW -ASSESSOR, NK GOLDENROD -APPLICANT 154 I 6: � .5;; 1 JR/ PERMIT NO. PERMIT EXPIRES---/ (2haZ& J h OWNER Leonard Adkerson CONTR. Owner ASSESSOR PARCEL 69-32-32 LOCATION 366'Ke11y Ridge Road, Oroville .k i l Y lr i Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service 6 Called PG&E / JOB FINALE ate) L t Signature V = OK 0 = Not OK r , = Not Applicable MOBILEHOMES -A MISCELLANEOUS *. = Not Ready Date MOBILEHOME UTILITIES (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s 1.• Zoning 'Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch f 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3.• Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat.or/ ./"L"ft./ P, LPG 7. Utility Clearance 6. Carports; Windows -Doors _ 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date MOBILEHOME INSTALLATION (Plans) OK except it's 1. Zoning Requirements -Setbacks -Easements Date _ POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4, Elec.; Receptacles and Lighting; Distances-GF1 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GF1 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Nater Supply. Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date c1 = OK = Not OK = Not Read cable RESIDENTIAL (Single and Duplex) Ready , , Date NDE OR Plans OK exce t#'s Date FRAMING (Continued) Zoning requirements -Setbacks -Easements 48. 'P10(S2TZine Firewall & Openings Steel-Elec. Grnd.- / /" Ftg. Depth ors -One 3' -Check Garage -3rd story, 2 exits g., Garage; Soils -Steel- /%-A!:-,Ftg. Depth 50. 94a4e- "tKh-Headroom-Rise-Run-Landing-Fire Protection 4�tg�Perehes & Decks; Soils -Steel- / /" Ftg. Depth oof Overhang -Attic Vents -Rafter Outriggers e w Is, Main; Steel-Blockouts-Wrapped-Slab iding-Nailing-Veneer emwalls, Garage; Steel-Blockouts-Wrapped-Slab 53.E -Drip Screed-Fdn. Vents-Underflr. Access - irep ce Ftg.-Steel 54. n'zztnn A*e-Glass Protection -Skylights -Plastic 87 -V 9 1 -07V MM -Fittings -Test -2 way C/O -Sewer Test -Anchors Test -Anchors -Regulator -Service Test 55. 9heaFAWeFFs;-katting-Bolts 11. derground 12. ucts; Clearance -Material -Support -Ins. 13. -64docs-94+s-Anchor Bolts -Joists -Vents -Cripples Q&dBI ate - -BI Date Card -BI Card -BI Date Card -BI Date Date Card -BI Date C /Date/6rd-BI Date Date FINAL ) OK except H's Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air Ext. Steps -Door & Sidelight Protection -Landings 58 mo a Detector Furn iQg, (, rks�Clearance-Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59• 9 17. Shower Pan; Test, First Floor -Tub Access 60. ureT'& Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. I; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62• SteiFe &finifs Card -BI Date Card -BI Date 63. ; Clearances -Hearth 64. -&lea„ Q�'aLs�,at Wood Panel; Int. & Ext. 65.pliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. -Ela_ y49 Receptacles at Kit. Counter Date ELECTRICAL Permit OK except N's 67. i ng- Land i ng -C loser 68. ara -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. arance-Comb. Air-Connector-P.R.V.- In Garage; Above loor-Mech. Protection 21. Elec. Receptacles Spacing -Lights & Switches at Doors 70. h. Equip. Listed for Location 22. Size Boxes & No. of Conductors -Stapled 71. E7ee-fTeeeptaCtes in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. 73. 74. IwAAati we -Foam -_Looked in Attic E] Yes Guerd-Rei+e-& Deck Construction -Post Caps ole Door -Drainage & Wood -Earth Clearance Loo nder Floor ElYes 25. 2 Appliance Circuits in Kitchen &Conductor Size - 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral []Yes ❑No 've E) Yes No; Walks ❑ Yes No; P anter, ❑Yes o 28. Service -Riser Conductors & Ground -Main Disconnect 76. wn-Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, o r,..:_,;.�sconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78, 4tCaL%Abe*a,poof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. WzJg Wats_ Disconnect, Electrical, Plumbing 80. fiaUwierCtM Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81, 82, 83. V9A4We+iee-Uwoughout House -C%Uu% 4Arolet4ion _ QaueeUaAe4+om Previous Inspections Card B -I Date Date Card -BI Date MECHANICAL (Permit) OK except N's 31, A.C. Ducts; Insulation & Support 84..Qac-T-eel--Oaeters Tagged; Gas -Electric 85. 441a4eF-B-Sewer Connected -C/O to Grade -HD Approval -_ _ 32. 33. Vent Fan; Exhaust above Insulation Condensate Drain & Overflow; Size & Grade 86. Energy-6emplience Certificate -Other Certificates 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic - - BI a and -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRA G(Plans) OK except q's Comments at Final: Sills- Proper Material & Anchors a Studs -Nailing, Spacing & Bracing -Plates -Sound _ __aawltearing Walls over Girders & Floor Nailing 39. eratf5TOPTn-Walls (rat proof) 40. FireSto s; Furred Ceilings -Stairs -Chases -Tub Bader & Beam -Size & Bearing _ 42.+r++e st Caps -Anchors -Connectors ng. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfnp. 44.-Fereplat•e-�es or Type A Flue -Fireplace Throat 45._A1lic.0.eeees; Size & Romex Protection -Draft Stop -Ins. Baffles _ 46. meows or Exiting Doors -Sill Hgt. & Dimensions 47. fna6ag�La-12setection Framing (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE-�DEPARTMENY OF PUBLIC WORKS ERMIT NO. 7 County Center Drive - Oroville, California: 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER—b— Z044ING 11,=1 BUILDING PERMIT OWNER G I /00 ki �Q TELEPHONE SQ. FT. OCC. BUILDING VALUATION OW R'S MAILING ADD SS (r � CONTRACT ORS NAME ti TELEPH NE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ i0o Penalty $ ARCHITECT ORENGINEER S ILIN ADDRESS ± Permit fee $ O BUILjjj -G ADDRE PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 —'VV/Cs(�� Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets USE OF STRUCTURE 7 �1 SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK NewE9 Addition❑ Remodel❑ Utilities❑ Installation❑ Other Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP 001 OR ORSLESS 5.00 Main service EA. ADD'L too AMP 2:50 NEW C OR ADDNST ( OWEACCLBL GS.LING CCUP.y\ / 20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BUSIness and Professions Code and my license is in full force and effect. License No: Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure Is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. U -OUTLET NON-RESID BRAN I CIRC ITS 2.50 ea NEW CONSTR // POWER APPARATUS &) NON-RESID. (SINGLE OUTLET CIR. Ex. OCCUp OUTLETS OR FIXTURES BAL�1 FIXED APPLS OR Ex. Occup.(o UTLE TS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: if after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all bilities, ju ents, costs, and expenses which may in an wa rue aga' s said Co ty co equence of the granting of this permi 4a`� L X Date Sig a re of Applicant — Owner ❑ Contractor ❑ Agen A ,HA permit is required for excavations over 5'0" deep and demolition or construct- i n of structures over 3 stories in eight. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ occuP. CROUP �^ TYPE of CON . PAR L P HD Issu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRE T A OF PUBLIC By P IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date l��«T / `7� Receipt No. WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT t iNIA 4 ..::four , _ vi , , iii 5HfiZNSGf�DU LL L ONET 518 COX PLYWD. Wad • 6 , 12 O.G. r M ARbAL ., _ :Z O 12 MIN.:THICK 6 D 4 TH YP. B FT. 5HT5 W/5d I' � - t • '1O.C. O. ALL SUPPORTS, 8 FT. MIN. LENGTH _ L >SHEr+�RWALL F , I 3 COAT PLASTER W/ RhMING MAY BE DOUG. OR HEM. FIR TYP. OR 4 FT MIN f .LENGTH IF APPLIED TO BOTH SIDES. _ MET. LATHE FASTENED ` - X I MAX. TO GONG. PATIO FROM F.F., TYP 3 O.5UPPORT5 7/8 GEMENT PLASTER WITH METAL 16 6h: STAPLES W/ L W/ 2. NILS M/4Y'B X hl iV_ E BO OR GOMMON NAILS, TYP.; U.O. '7 8 LE65 • 6 O.G. AT / ... _ AT OUT5WIN6 DOOR5 GONG. LATHE FASTENED • 6" O.G. • ALL SUPPORTS WITf� APPROVED , ALL S. ^1.L PLYWOOL � PANELS SHALL HAVE ALL ED61E5 BLOCKED. FAPATIO STENERS. SAW t iNIA 4 ..::four , _ vi , , iii