Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
072-080-017
BUILDING VIOLATION.LE' -D� `Y I - r 72-08-17 p 1'ANLE S1'ON - - 1927 Mt Ida Orov' e.-- -� PErmit #2742-87P, til, MH) ELEC c" GAS A ( JIM" 3 S SUPPORT STR RE Q�j COMPACTION TEST RE ZD 911.5177 / l S �J / :..72-08-17 Con r: Carl, Berry Creek Perm' 2789-87MHI a rHUSTON, 080-017 PERMIT_ #97-2119 -. Stan .Mt Ida Rd., Orovil�*udi,--j"�:.Blaser.Homes Ex Site 7 _. --•- - — - ----- /—:.� _ sem-. 072-080=017 PERMIT#97-2354 HUSTON, Stan 1927, Mt Ida Rd., Oroville. Cont: Blaser H pes Extend Gas Line M l~" 072-080-017 02-1 i�NALED HORN, MARK & PAMELA 1927 MT IDA, OROVILLE CONT: BRUCE BRODERIC EX MH PERM FND EX SITE 072-080-107'6 oli 05-1451 HORN, MARK 41 1927 MT IDA RD, OROVILL Cont: OWNER GARAGE AND COV PORC 5 �. S �D(/ �Y " - mme�m= NOTES RESIDENTIAL PERMIT NO. 0�2-OCO� o 1 ----05-1451 HORN, MARK 1927 MT IDA RD, OROVILLE Cont: OWNER - GARAGE AND cov PORCH SPECIAL CONDITIONS CHECKED H BY ED JOB FINALED Signature -OFF rhimERS ro-Ame-H SRA I 'FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 1. JOB FINALED Signature -OFF rhimERS ro-Ame-H Ifpr i�1 u4' u1:.54io Western Woods twR Rick 5303431124 EN INEERED VVOQD SYSTEMS Certificate of Conformance Certificate 05A 0 86 THIS IS 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 Wood Products— Stnictural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses RITC 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. ���40�4 0op rn s z l SEAL `3 c 0 U : cn = by L I - . Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS 1a a reteted corporation of APA— rHE ENGINEERED WOOD ASSOCIAT70N 7011 south 19th Street- P.O. Box 117D0 - Tacoma. WA 98411-0700 t Telephone: (257) 565.6600 - Fax Numbor: (253) 565-7265 990190 aie�!;!va3 J. = OK o =Not OK = NotApplReady MOBILE HOMES . =Not Ready 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-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat or/ /" LTJ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 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 5. Water, MH Test-Regulator-Connectot 7. Water and Sewer Connected -C/O to Grade -HD Approval B. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 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 Cana B-1 'SCE OK except #'s Awn.; 5. Alumy�Cwn.; Columns -Connections -Splice -Decal -Enclosures orts: Windows -Doors Sills-Anchors-Studs-Rftrs-Trusses Wall Panels Date q- ,OS Card B-1 C:i�S . Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements f 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 1� 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed r 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater , } 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. T Boxes-Enclosures-Panelboards-Ins. to Main Conduit t 9. Health Department Approval _ 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms i.Date Card B-1 Date Card B-1 I Date Card B-1 Date Card B-1 $-23 -oS picas orc- 6Z.Q-6 S , J=OK 0 = Not OK = Not Apprrtable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Hing -Setbacks -E ents-Flood-Slope 2. F1:6, Main; Soil ec. G Ftg. Depth 3. Ftg., oils-Steel-Elec. Gmd.-/ /" 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. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card 6-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. 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 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 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 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac: Trus§-Shting.-Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdnn. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 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 Cana B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.FI.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following Instld/Drive 0 Yes O No/Walks 0 Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle_ Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: I BUTTE COUNTY o�VTrFo z,. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT ,24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 nCOv �� y i WEBSITE: www.buttecounty.net\dds `-PERMIT NO. BPO51451 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of that I licensed under ing with S 00 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 06/20/2005 APN: 072-080-0.17-000 , the Business and Professions Code, and my license is in full force and effect. Site Address: 1927 MT IDA RD ORO License Class : License Number: « Map Index: Date -Contractor. Description: ADD GARAGE(768)COV(523) OWNER -BUILDER DECLARATION I hereby affirm under penalty• of perjury that I am exempt from the Contractors' State License Law Ifor the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: HORN MARK �,. �•.,.�. �a permit to construct, alter; improve, demolish, or repair any structure, prior, -• -�•--;n._••••�•-'• µ _ » _-, , to its issuance; also requires the applicant for such permit to file:a" tit j.e--_,. r•. i '• `-- "'4 1 '• 1927 MT IDA RD signed statement that°he or is licensed"pursuant to the provisions of, ~:;;;sc,rt t;'�4'; �;;,0R�OVILLE CA`' ; t the'C6ntractor!s'State Licen'se Law (Chapter 9'66mniencing with'Sedon i "' 95966-8928 p 7000) of,Division 3'of.the Business and Professions Code) or that he or; ,,►; +., " > i;• .: r' f she is exempt therefrom and the basis,for the,alleged exemption.:, Any,, violation•:of Section Z031.5;'by any applicenffof•a permitaubjects the. , ,• , ;• ••, :;; , ,; ; 1 appbcant to a a iipenaltyof nofmore than five hundred dollars ($500)) r I, as owrer' of the property or.my employees with wages as their sole compensation will do the work, and the ".tructure is not „n intended o,offered fo-.,,7044, Business and Qrofessrojts, .w. Applicant; HORN MARK ^ ..•„..w.,..” Code The' ContractorssState'License Law does not apply to an ,..�, 1927 MT IDA RD r owner of property who builds or improves thereon,. and. who does , ti ,such work himself orherself or through his or her own employees, OROVILLE, CA provided that such Improvements are notantended or offered for 95966-8928 "sale:' If hbwe'ver, the building or improvements are'sold within one year of completion, the owner -builder will have the burden of '-proving thathe or-shd-did-not-tiuild or improve for the purpose of sale.). .I,,,as„ownertof:•:theapcoperty,-am.,exclusively,,. contracting,,. with., licensed contractots.to•constructthe project (Sec. 7044, Business - and Professions Code. The Contractors' State License Law does Contractor: . , not,apply,to. an owner of property,Who, builds or. improves thereon, . ,who.contracts. for such projects with, a contractor(s) licensed ",,.,.and pursuant to the Contractors State License Law) ❑ t. I im'Exe,tnpt under Article 3 of. the Business and Professions Code,, Date' � 'b - Owner. `� .s 2 '.`� r• ;'� .� i '� � i i 1 License #: a;>:;VIIORKERS';COMPENSATION DECLARATION • I hereby .aifirn under penalty of perjury one'of the followirig declarations ; t ` Y• t l ti;;l,have andywill.maintain a,certificate of consent to self -insure for workers compensation, as provided, for; by Section .3700. of.the "r, .<., .,. •,,........,...,. Architect: Labor Code, for.;the performance of,the Work for whichthis permit is issued - - Englneer.�, vsre'i •.,W ea ,:..rM:n,r• .n.,.•cM .••A.,r.•._:. cearU.vew. flare•.• Y..e ❑. _ . •C have and �will.,maintain ,workers • compensation insurance; as .. a++.,.v •.ti:••v...c,'t .. t�:v-M ...�..,r•......,y.�.....:.•ue.a:e:a...'•n.sa.a.mr.M'a•a.u,•.¢':r,::.r,w'.. i•4.. ,an -rte, 4•ax.n •...... ,required' by. Section .3700 the Labor. Code, for the performance, of k f sthe woror which this, permit. is issued: -My workers' compensation insurance' carrier and. policy numberare: .'-,- -.. '.n Carne.,.. s' " Total Square Ft: 1291 S.F. Valuation: $26,800.00 ' Policy*' �- Census Code: a y, ❑ Lcertify that in"the performance of the: work for which thispermit is / .issued,11. shall not;, employ, -anyiperson -in -any-manner. so as to become, subject to the'workers`;compensation laws of. California, .and :agree,•that d d. should. ,become, subject •;to,,the workers' �7 compensation provisions of Section 3700 of the Labor Code I shall forthwith comply with those provisions.�. Date:, .. a...f',•;••. ! , Y b -y 4.. s_t, +'F t-i1r >..... _ ..... ...Yi Applicant:al o WARNING tFailuie'tdtse'cureworkers compensation coverage, -is +; ' unlawful;'and:'•shall'subject-anIempldyer.to,criminal penalties. and one n , ,, .•L„ u - w•• may-• hundred•thousand�d6iiges.,(sioO,000);ci6-addition•dt6 the"cost•.of compensation', damages -as provided'for:in-Section 3706'of the�Labor code, interest and attomey.'s fees � • ,CONSTRUCTION LENDING AGENCY «: This permit is here issue under the applicable provisions of the Butte Count Code enrivor PP � P Y I hereby affirm thaYthere is a.construction lending agency for the ' Resolutions to work' ) beove for s have been paid. performance of the vvork for t;vhich this permit is issued (Sec 3097 Civ.) [Address:Date Name: By: Date: l� J 2�'J —996 PERMIT EXPIRES ON: O ; I hereby certify that.the, use of this facility shall comply with Sections'25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials., , • ,.; y , i ❑ •.:Notificatioriin `accordance' with Section -19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O % "Attached are copies of the required E P A notification forms " ' , •"•.- ••,,•• - r - .�.•", •• I hereby,cerhfy, that I have read this.apphcation; that the above informationiscorrect,-and that 1 am the owner or the duly authorized agent of the owner` I agree to comply with all county and state laws relating to building construction: I acknowledge it is unlawful to alter,the substance of any official form or document of Butte County.' I hereby auttionze representatives of Butte Cdunty to enter upon above mentioned property for inspection purposes. _the PnntName F'//Y�2/� f�rQ r - "'' Signature: Date , ... , Y:, i 16•� Y't >a'•f' i); .. . .,. ti, n —^..-. n.,,. ,r. »,xt a.r- .. r '•- : Owner G:::` < < . ❑ Contractor. LI Agent for Owner ❑Agent for Contractor f... ....,s...n }�...1.-ar :hi K F - _ :.A. a .4Y .. .... .x ...t , . :v, . . u.♦ ...ee. ,. .. : rr.., .-.r ... ....•«.._.-. ....u.r ..... r .... •....r. ....,_ a ,.. r, n .. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER Last Name irst Name .06 Address PQ a 0 5-% it City ©�d U 111 State Zip f Ph Fax E-mail rn h o rr\ rbc )ohcc� ire APPLICANT NAME CONTRACTOR Name fl City Address Zip City Fax State Zip Phone Map Book Fax E-mail Planner Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Map Book Fax E mail Planner State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail APPLICANT IGNATURE X �fZ For office use only: Zoning (Z I Flood Zone Cross Street N�Ps3 y SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BP 657- vVI BIN # LOCATION AP# 7PL --OR U Property Address City Cross Street N�Ps3 y WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Sc pe of Work: D ,e -c — S 3 s q. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: C&� Receipt #: 076 q- jo Amount: 3 0 /qG Bldg 2 0ky SRA SMTP Date: .� 0 5-0Other v Total KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to.the Building Division in order to apply for a per it. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK p 1. 2. 3 ❑ 4 ❑ 5 ❑ 6 Site plana, 3br 4 sets, signed by the preparer of the plans. No graph paper! Complete planter 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate if required). No faxes! Energy compliance design and supporting documentation in duplicate. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 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). 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 (he Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 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 r� OWNER: �/ ASSESSOR PARCEL NUMBER /� �- L/ : T G 3_ Proposed E•uilding Use: C�� %C C. 6 �� Permit Technician: Date: b Items regLired in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. /1v 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. iN 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. 11V 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) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings \❑ 12. Hazardous Material Form b 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Etgmining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ire Sprinklers............................................................................................ ❑ 1 r. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 1 E. Soils Report and/or Engineered Foundation required ........................................... \ ❑ 1c.. Erosion Control Plan Required........................................................................ �I (� 2Fees as shown on the attached Schedule of Fees Due Sheet .............................. d 211. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of 'ggs......................... 0 California Department of Forestry plan approval aid. Sent.t>y'w'r G." ��°°" 24. Planning approval for (A) Use: �(B)Parking: (C) Parcel Check: .:A/..... C ❑ 25 Contact Land Development about _ Improvements, _ Drainage....................... IA/ 261 NPDES Form ...................................................... ❑ 2T. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29, Worker's Compensation Carrier and Policy Number .......................................... N 30 Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31 Letter of Signature authorization.................................................................... ❑ 32 Recorded copy of Agricultural Acknowledgment Statement ................................. O 33 Existing violations and/or expired permits......................................................... ❑ 34 Deed Restriction........................................................:................................. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or.MCO......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone $4A -A/` .3000/— 1:3 2_61 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. / Applicant: Date: 1.. Index permi• appication for the above 1116ms numbered: Plan Check Letter 2. Additional items required Contractor, , owner design as advised of the above data by 'M phone, ❑ mail, ❑ counter, by . Date: G/t]�Ci Voice iJir�1 WSS, Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: JoV, Date: Structural approved by Date: Note transfer Ly: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE -(530)538-7541, FAX (530)538-2140 • SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER ' PROPROSED BUILDING USE 6-fl-A_b� e6_V. Af_77-0 A.P.#y 'o17 DATE 1 # H . BUILDING PERMIT FEES DATE REC. _ RECEIPT -- Balance Due ..................... $ w;5/0b % 6 Z --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ ?. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $_ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) �. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) �G F. SMIP f S. OTHER 10. OTHER 11. OTHER y3/067 0/--20.00 - 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 _5 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 day: 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. 3/05) Butte County Department of-Developnent Services ��rrf 7 County Center Drive ° <. = Oroville, CA 95965 ° :y.`. ° (530) 538-7601 Telephone ° ° (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development; County Fire, and Agriculture. I hereby acknowledge: o I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained o I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to.all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: Q2�4/Z/C C-6 14(_D2 p- J APN: G ?-Z —08V-0/ Building site address: ) Y7 IT) 7- --7-DA �4fl _ Permit No.: 0090 01-9 I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIG ATURE OFVPPLICANT DATE 4 Copy to Applicant/EH/File K:Forms/BldgPermitwithoutClearances 020705 O�QPgTMENr O� 6VTrc� o o o C Department J. Michael Crump, Director 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 (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution. Prevention Plan (SWPPP) Acknowledgement [LESS THAN 9 ACRE1 Project Description: Project Location and/or Parcel Number: 0 7 2— n O I % 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 1, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when Combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from, the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. V Signed: Title: Q (Y -i Date: Less than l Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 p�,?1,ST ZN-r Do /6VTTF 1 0 J C °I ��L1CWop ��� Department ..County J. Michael Crump, Director f Public Works o f B u t t e LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 N National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. , Signed: Title: Date: Less than l Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Y.k3e Y`;''. 3:`- T A^..:.•'%q.i :..i`' `r ....lt+; _l}.,.. ter .f`! . e +i: � {�:J�:,i1'.�0 Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. f 1. I personally plan to provide the major labor and material for construction of this proposed, property improvement: YES -r,-< NO [ ]. r 2. I HAVE [ ) HAVE NOT Kf signed an application for a building permit for the proposed work. 3. I have contracted' with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: .6, 12, /24� NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/42004 Butte County Department of Development Services ADMINISTRATION `BUILDING' GIS `PLANNING 7 County Center Drive Oroville, CA 95965 (53D) 538-7541 Telephone (530) 538-2140 Facsimile Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. +ce eir C.B.O. ding Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Date: SITE PLAN REVIEW APPLICATION 0 z.AP.# p 7 -2 --QUO -017 Permit Number (if applicable) 0 S''l qQ APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: AD. 190X- Jr�%` j 0,&Vt L& (f Telephone No.: Situs Address: /9)-7 M 7 • Jjda, Proposed Use: Residential ❑, New Single Family Residential ❑ Single Family Addition ❑ Mobile Home Residential Accessory Permanent Second Dwemg ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel fol_ ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 0 Approved .❑ Conditionally Approved I❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date / S� Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attaa hed) o Flood Zone: Flood Panel No.: 6WTC Index Date: d0 ❑ Sacramento River Reclamation District (Approval must be obtained from the dalifornia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ---------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A-9 -79TLDS - Applicable Building Setbacks: Front Zoning Code , Streets & Highways Fire Prevention Subdivision Map Side S i 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 2of5 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 Co ty Standards for Deed Creation:❑ No Yes Comments:A� pu _ 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 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: Date of Approval: Parcel Map/Subdivision MapfUse Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa EI Page 4 of 5 0 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. C kl-arrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 NOTES RESIDENTIAL E,. 072-080-017 02-1449 PERMIT NO. _ HORN, MARK & PAMELA 1927 MT IDA, OROVILLE CONT: BRUCE BRODERICK EX MH PERM FND EX SITE THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: ` ! (1) LICENSE PLATE(S) OR DECAL (THE I INSPECTOR MUST RETREIVE). -- s (2) STATEMENT OF FACTS (ONLY ON NEW MH' S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. JOB FINALED (Date Signature �� SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER s JOB FINALED (Date Signature �� ./ = OK 0 = Not OK - = Not Applicabie * = Not Ready MOBILE HOMES A Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Seems- Rftrs.-Con nectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date I 1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water an "Sewer Connected -C/O to Grade -HD Approval 74%1715- iZA- 10. Gas d Electricity Tagged Downs -Type -Installation Cert. Exits; Insp.-Sketch 6. 11. Cert. of Occupancy 7. 12. Permanent Foundation Only; License Decal 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit Date Health Department Approval Card B-1 Date Card B-1 Date Plumb.; Cir. Test -Water Supply Test Card B-1 Date Card B-1 *,L- I IS -3 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s f 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails f !I 4. Wood Awn.; Posts- Seems- Rftrs.-Con nectors Shthg.-Frg-Bracing i 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors + 7. Electric I 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses ft 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings I 1 12. Braced Wall Panels 11111 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (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- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK = Not Applicable =Not Ready Date RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shiing'-Rfng.' 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Fig., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 17 No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor I] Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instid./Drive J Yes 7 No/Walks :] Yes J No/Planters J Yes :1 No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain -& Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) r Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shiing'-Rfng.' 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor I] Yes 82. Following Instid./Drive J Yes 7 No/Walks :] Yes J No/Planters J Yes :1 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE get, N oa - 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. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTEy BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES a 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville,- CA - (530) 538-7541ry CORRECTION NOTICE OWNER PERMIT A routlrie inspection indicates that the following violations of.butte county Ordinances exist at the above address and should be corrected. Please notice this office4hen correction of work is completed... If you'have any questions pertaining to this matter, orneed additional explanation, please contact this office immediately. 0 r /c < X / LG / �/ Y / /i / D y Date / 1 A � - Inspector- REV4O'92 i 6OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75410 P I (Rev.1'2;96) APPLICATION ANIS PERMIT ASSESSORPAR::ELNUMBER ZONING BUILDING PERMIT OWNER hdi 'W K & PIAL r^. r , d , �( /�� � � TELEPHONE SO. FT. OCC. BUILDING VALUATION 243 R 57J92. . OWNERS MAIUNG ADDRESS 1927 MT. IDA 0?OVILLE CA 95965 CONTRACTOR'S NAME BRUCE Bt ODE°ICY. TELEPHONE 877-6432 CONTRACTORS =1 _R 9ELLID. PARADISE CA 95969 CONSTRUCTION LENDER Fireplace LENDER'S MAIUUG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 495.5/2 $ 247.7 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 23.0 BUILDING ADDRESS 1927 MT.IDA OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 290.75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome IK Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 11 Describe Work: EX H -H PE U END EX SITE Gas piping system 1 - 5 outlets 15.00 19-00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 50.00 ELECTRICAL PERMIT Filing Fee 20.00 600V OR LE Main Service zo.AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is j ull force and effect. -7 �� License Class Lic. No. i �� � OWNER -BUILDER DECLARATION I hereby aff'rm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will co the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to ccnstruct the project. ❑ 1 am axempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carr er Policy Number (The above sections need not be completed if the permit is for work of a valuation �I one hundred dollars ($100) or less.) cert$y that in the performance of the work for which this permit is issued, I shall not Employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall th Com h those provisions. X _ Date d _ Signature of Applicant - ❑ Owner Contractor ❑ Agen An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A To I000A 46.00 NEW CONST. DWELLING OCCUP. So OR ADDNS. ( a ACC. BLDS. 3.50FT. NOµpMULTI. ESID OU CIRCUITS T @7.50 POWER APPARATUS a sINGLe OLIILET CIR. 20 Q 1.00 Ex. Occup. OunET OR FIXTURES BAL @ .so ED Ex. Occup. o. RSD.°.R, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 t r -J liqnpr, J n11 - PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 340.75 HA2. 1 D. FEES IMP FLOOD CDF PARCEL Po HD 5SU This permit is hereby issued under the applicable of utte County Code and/or Resolutions in Icate relfor ich fees have been B ate PERMIT EXPIRES ON provisions to do work paid. vL 2 vv to Receipt No. 353736 $340.75 WHITE-D.D.S -B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT W COUNTY OF B 7 County Center Drive, Oroville, C;95§.i PERMIT APPLIC�A VIENT SERVICES -BUILDING DIVISION ;(530)538-7541 Fax(530)538-2140 DATASHEET s ER:: Ai &( Y\ n ASSESSOR PARCEL NUMBER Proposed Building Use:' M kk k f, � rn Counter Technician: Date: (D • G� Items required in order to apply for a p rmit. All boxes MUST be checked OR m r d NA in order to apply. 15 1,.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. �7 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4•. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ©�`6,"Ntanufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or M foundation plans, all in duplicate. \<❑' 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate...... .......................... ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ I0. Letter of intent for non-residential buildings......................................................... A ❑ 11. Cetached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Ciller Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... n 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:l ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... V 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 2. P -e -Inspection for 9X 0-7 ` required ................ ❑ 23. C'ontractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. 0'25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Utter of Signature authorization.................................................................... ❑ 27. R corded copy of Agricultural Acknowledgment Statement .................................... EJ 28. Iv_anufactured home utility clearance............................`................................. ❑ 29. �isting violate and/or expired permits ......... ......�......................... ..... ❑ 30 brant Deed; E3'M.0 TlflglStatement of Facts, Letter from Legal Owne heck to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been in me oft a above items and requirements for obtaining a building permit. Applican`_: Date: �2- 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required 1 Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the ab veata by -Q.-phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Q, 4. Date: (� 1, D Z, Plans approved by: Date: Structural reviewed by: Date: 'Structural approved by: Date: tz 0 Z Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 - Telephone (530) 538-754 APPLICATION AND PERMIT P 7 " ~"EY- 0°pA+4fix "`r"�j�a . U �Ci • �j �""O BUILDING PERMIT ow ER TEI1f..ONc SQ_ Fr. U { OCC. { BILDING VALUATION Ov+'.ER 4 MM YY , S , r 1 t .) 1 Il/1//7-1� I .. COr,rr 1 aACrOas l,(V On �, /tel <1_ CCrRRAC tCQS y9UN0 I_1D C316r UCT.ONVENOER 'E••OER S wvuNG ADORESS AAC-nECT OR ENGINEER QAC-ITECT OR ENGNEEIIS IN.t1NG ADORESS AGGRESS , P..ice / % Lar NO SUSONISION'S"WE 11 O-QJ-� USEOF STRUCTURE SF ❑ Duplex Mobilehome O Other LICENSE NO I TYPE OF WORK \ew ❑ Addition ❑ Remodel ❑ Utilities O In, Ration ❑ �Othqr Describe Work: 2?4 �A� *PEST FEE PI10 SRA SHBUFF OTHER. ATW6r 1 REb -n�eQ►r adu 5S3 1��P • TO a h1T sNYO COMP1jM Receipt No. --.,a n Is _a n /•AYAnv_A--catnn OIYIf.IIAt ORr`Tn0 nnL nchinelo.A00I1CANr I Main Service ( _ -�� OR LESS l Fireplace Total Valuatlon 1 300A OR LESS - -- Filing Fee { b 27 -- C Permit Fee • ACC RMt Misc. Wirin Plan Checkina Fee Energy Plan Checking Fee S PERMIT FEE _ S . PERMIT FEE S PLUMBING PERMIT Cooling Fling Fee' 20 CJ Each Trap Hood Ventilation 7.00; Solar or heat pump water heater 23.00i — Water piping { 15.001 Each gas water heater or vent { 15.00' Gas piping system t - 5 outlets { 1 5.00y Building sewer ! 15.00' Mobile Home I S{ G: W I j @20.00' PERMIT FEE { Y ELECTRICAL PERMIT Main Service ( _ -�� OR LESS Ex. Occup. 300A OR LESS Mein Service ( mw TO 1000A NEW CONST. Ow1L04 Occul OR ADONS • ACC RMt I Filing Fee' 2 0. E i 2--- o -- 1 46.00 { @7.50j EX. OCCU OVRET OR ES { Z- 7 100 i BAIL Ex. Occup. F0(EO APPIMS. OR oVTI-S IREsio I EA i I 5.00, Temporary Service I 23.00' Mobile Home acilities i 20.00' Misc. Wirin I PERMIT FEE _ MECHANICAL P1,kMIT Fling Fee 1 20 C; Heating Cooling Hood Ventilation j 6.50: PERMIT FEE I S Mobile Home Installation Fee i Energy Inspection Fee f TOTAL FEE $ 34 S i 0 -AZ- I 0. FEES I -0' FI.000 COF PAam ►0 i r0 SS_ This permit is hereby issued under the appricable provisicr.s of the Butle County Code and/or Resolutions to do Ncr'• indicated above for which fees have been paid. By PERMIT EXPIRES ON Date �---- 0 o -� yY� 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 n �\ OWNER: ASSESSOR PARCEL NUMBER��� Proposed Building Use:> - u aoew1Y1 Counter Technician: Date: w �� Items required in order to apply for—a p rmit. Ad boxes MUST be checked 6RMr d NA in order to apply. y 1. - Plot plans; 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate, (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate. 9. Plot .plan and business license approval from the City of Biggs. 10. Letter of intent for non-residential buildings. 11. Detached Accessory Building Form filled out by the owner. 12. Hazardous Material Form. 13. Other Remaining items -needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet. ❑ 15. Statement of Intent for Non -heated and A/C Buildings. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit. ❑ 18. California Department of Forestry -plan approval ❑ paid. ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 22. Pre -Inspection for QAC required. ❑ 23. Contractor's license information. (Number, Name Style, Classification). ❑ 24. Worker's Compensation Carrier and Policy Number. ❑ 25. Owner -Builder Verification ( ❑ Given to owner, ❑ Mailed to owner). ❑ 26. Letter of Signature authorization. ❑ 27. Recorded copy of Agricultural Acknowledgment Statement. ❑ 28. Manufactured home utility clearance. ❑ 29. Existing violatio and/or expired permits. ❑ 30. � rant Deed�M.H. Title/S tement of Facts,/Letaterfrom Legal Own&r, heck to H.C.D. $ ❑ 31 'Other: When issued Telephone and hold for pickup. I have been in of the above items and requirements for obtaining a building permit. Applicant: _ w Date: EXPIRATION OF APPLI AT)0 N Applications for which a permit has not been issued will expire one year after date of application. In order to renew'action on a application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the da: of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permi PRE -INSPECTION REPORT OWNER LOCATION: CONTRACTOR:_ ZAVII—� Q, n PRE424SPETION DATE TO INSPECTOR: Building Description: Elec..rk: Gas: Commacial/Usage: Residcnti&W of Units: Currently Occupied AbandonedNacant -D YT. PERMIT HISTORY:( ) NONE -<) �S BUILI)MG INSPECTOR'S REPORT Yes No Electric currently On Off Condition of Electric DATE: ' A.P. #• U �� �lQ. �5 I ZONING: Natural Propane None Currently On Off Obvious Problems: Sanitation: Plumbing Working Well Working _ Potable Water Obvious SewageProblems Comments: ' ACTION RECOMMENDED: ISSUE: HOLD OR Inspector. 73— rg Date Sketch buildings on reverse and indicate location on properth October 20, 2002 Mark and Pamela Horn 1927 Mt. Ida Oroville, CA 95965 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 072-080-017 Building Permit Number: 02-1449 Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: None STRUCTURAL COMMENTS: Please provide a foundation design based on the current 1997 Uniform Building Code. The design provided is based on the 1994 Uniform Building Code. Design for 75 -mph minimum /wind speed and seismic zone 3. Indicate required pier spacing on the plans. Please specify sizes of concrete footings and reinforcing steel required. PART - n If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Sincerely, Philo Hunt, P.E. Plan Check.Engineer 1 of l /J5 ,Ne1/;�� dDGs-V � Cal( o "-t— fe bai< 6f �oofil'� perlv" t" 6 -"- i U BUILDR C DEPAnTME A Ppit . .t Mr 1I)X RD. T H A R P & A S S O'C I A T E S, I N C. SITE ASSESSMENTS FOUNDATION ENGINEERING CONSTRUCTION MONI-IORiNG 347 SPRECKEL,S DRIVE: APTOS • CALTORNIA • 93003 Phone: (831) 662-8390 Paa: (931) 662-8692 Project No. 02-78 June 21, 2002 Environmental Housing Solutions P.O. Box 2231 Paradise, California 95967 ATTN: Bruce Broderick SUBJECT: ADDENDUM TO S.P.A. 30-5F 26'x 52' Manufactured Home on Sloping Parcel For: Mark & Pam Horn, 1927 Mt. Ida. Road; Oroville, 95966 Dear Mr. Broderick: 24 Per your request, we have calculated the foundation system requirements for you 26 eet wide by 52 feet long manufactured home. It is my understanding that the home is being installed on a sloping parcel and that in the location of 3 of the C.P. Seismic Piers, the distance from the ground to the chassis beam exceeds 36 inches. The design loads remain as shown on the S.P.A. 30-517 plan, but have been calculated in accordance with the 1997 U.B.C. The home may be founded on 3 rows of 4 (12 total) C.P. Seismic Piers as shown on the S.P. A. 30- 5F Plan. The end row of piers should be spaced 8' from the ends of the home. The remaining row should be spaced 18 feet from the end rows. �AAX In the locations where the distance from the grown to the chassis beam exceeds 36 inches, the C.P. Seismic Piers may be raised by installing a reinforced cast -in-place concrete foundation pad and raising the elevation of the top of the concrete footing up to eighteen inches above the adjacent grade. The footing must be imbedded into the ground a minimum of 12 inches. A detail of the concrete footing is attached. No more than 1/4 of the total area of the building may be supported at a height of 36. inches or more. The location of the mobile homes with respect to slopes has not been analyzed by this office. We make no warranty, expressed or implied, as to the adequacy of the site nor the slopes on the site. -510M COUNTY SUILDING DEPARTMOM &PPROVP- Environmental Housing Solutions Project No. 02-78 26'x 52' Manufactured Home June 21. 2002 For: Mark & Pam Horn Page 2 .If you have any questions, or if we may be of further assistance, please do not hesitate to contact our office. Sincerely, THARP & ASSOCIATES, INC. QROFESS/olv No -60245 "' Jjq� CIVIL OF CALF Yvette Wilson-P.E. Senior Engineer R.C.E. 60245 Expires 06/30/04 Horn.wpd Attachments: Calculations Concrete Footing Detail D E C E o W E , J U L 5 2002 BUTTE COUNTY PLANNING DIVISION 1/2' ANCHOR BOLT Sum COON" VOILDING DEPARTM[=_W APPROVED 36' - ANCHOR BOLT 1/2' x 8' OR 1/2' X 3 1/2' ITW RAMSET/RED HEAD TRUB❑LT WEDGE ANCHOR 18' MAX ° ° a GRADE a = 12' IMIN ° e•a e e . a IN -GROUND CONCRETE FOUNDATION PAD SCALES 1" = 1.5' VTharp Associates, Inc. 347 Spreckels Drive Aptas, CA 95003 (831) 662-8590 COACH: Geometry: Coach Width: Coach Length: Wall Height: Ground To Floor Height: Floor To Ridge Height: Loads: ENGINEERED FOUNDATION SYSTEM MOBILE COACH: 26 FEET WIDE X 52 FEET LONG 3 ROWS OF 4 CP SEISMIC STANDS ADDENDUM TO SUBMITTAL 30-5F (3 Overheight Piers) 26 Feet 52 Feet 7.5 Feet 4.5 Feet 11 Feet 6/21/02 Page 1 of 4 Dead Loads: Live Loads: Floor: 10 Psf 40 Psf ' Roof: 10 Psf 30 Psf Walls Walls 10 Psf 30ILDING DEPARTMEW, Foundations: APPROVED Standard Supports: Rows Of Standard Pad Supports: 7 Minimum Number Of Pads Per Row: 4 i Number Of Interior Ridge Supports i 4 Number Of End Supports 0 Total Number Of Standard Pads 32 Transverse Distance Between Centroids Of Pad Supports: 10 Feet Vertical Capacity: 4000 Lbs/Pad ( State Approved ) Seismic Supports: Rows Of Seismic Supports: 3 Number Of Supports Per Row: 4 Number Of Interior Ridge Seismic Supports 0 Total Number Of Seismic Supports 12 Transverse Distance Between Centroids Of Seismic Supports: 13 Feet Number Of Tied Down Supports Per Row: 0 Total Number Of Tied Down Supports 0 Transverse Distance Between Centroids Of Tied Down Supports: 13 Feet Lateral Load Capacity 890 Lbs ( 1/2 Tested Value) Vertical Capacity 13000 Lbs ( 1/2 Tested Value) Footing Pads: Concrete: Plywood: Length: 3.0 Feet Length: 2.67 Feet Width: 2 Feet Width: 2.5 Feet Depth: 0.3 Feet Depth: 0.13 Feet Area: 6.1 Sq. Ft. Area: 6.7 Sq. Ft. Note: Calculations involving the area of the foundation pad use the smallest area of 6.1 sq. ft Tharp Associates, Inc. ( LxWxFDL or FLL ) 347 Spreckels Drive ( LxWxRDL or FLL ) Aptos, CA 95003 (LxWHxWDLx2 ) (831) 662-8590 SOIL: (1994 Table 18-1-A) Static Loading Allowable Bearing Capacity: 1000 Psf Allowable Passive Pressure: 100 Psf/Ft Sliding Resistance: 130 Psf LATERAL LOAD COEFFICIENTS: Dynamic Loading 1333 Psf 133 Psf/Ft 173 Psf 6/21/02 Page 2 of 4 Wind: ( Per UBC 1997) �} (70 Mph Exposure C) Ce - 1.06 Cq Wall - 1.3 Cq =Roof=7 Q 12.6 1 - 1.00 Seismic: AVMA M&T00110) ( Zone 3, Simplified Design Base Shear) Z=0.3 1=1.00 C=0.36 LOADS: Coach: ' Dead Loads: Floor: ( LxWxFDL or FLL ) Roof: ( LxWxRDL or FLL ) Walls (LxWHxWDLx2 ) Total 13520 Lbs 13520 Lbs 7800 Lbs 34840 Lbs R= 4.5 Wind: V = CexCgxQxl Q 1 MPN V Wall = 17.4 Psf OK 6 V Roof = 9.3 Psf Load = VxA Load Wall = 9932 Lbs ( Lateral ) Load Roof = 12640 Lbs ( Uplift) Live Loads: 54080 Lbs 40560 Lbs 94640 Lbs s A • Tharp Associates, Inc. '347 Spreckels Drive Aptos, CA 95003 (831) 662-8590 Seismic: V=(3xCa)/R V Seismic =. Load = V x Dead Load Seismic Load = 0.240 Psf 8362 Lbs ( Lateral ) Governing Lateral Load = 9932 Lbs Check Footings For Bearing Under Static Loading Conditions: P = Total Dead + Live Loads = 129480 Lbs Load Per Footing = Total Load / Number Of Conventional Pads + Seismic Piers = Allowable Bearing 6/21/02 Page 3 of 4 2943 Lbs Standard Pads: 2943 Lbs < 4000 Lbs OK Seismic Pads: Soil Contact Pressure = Load Per Footing / Pad Area = 484 Psf < 1000 Psf OK r Check Footings For Bearing Under Lateral Loading Conditions: R = Wind + Dead + Live Loads Wind Loads: Overturning Moment Due To Wind Load On Wall = Wall Lateral Load x Moment Arm Mot Wall = 99315 Ft -Lbs, Overturning Moment Due To Wind Load On Roof = Roof Uplift Load x Moment Arm Mot Roof = 82161 Ft -Lbs Combined Overturning Moment = 2/3 x Combination Of Overturning + Uplift ( UBC 1994 ; Section 1619.1 ) Mot Combined = 120984 Ft -Lbs SEC- Load On Footings Due To Wind = Combined Moment / Transverse Distance Between Centroids Of Supports Wind Load = 9306 Lbs Tharp Associates, Inc. '347 Spreckels Drive Aptas, CA 95003 (831) 662-8590 Leeward Footings: R = 1/2 ( Dead + Live Loads) + Wind = 74046 Lbs GOVERNS Windward Footings: R =1/2 ( Dead + Live Loads) - Wind = 55434 Lbs Allowable Bearing Max Load Per Pad = Rmax / 1/2 (Number Of Conventional Pads* .+ Seismic Piers) _ excluding center ridge supports Standard Pads: 3702 Lbs < 4000 Lbs OK Seismic Pads: Soil Contact Pressure = Load Per Footing / Footing Pad Area 609 Psf 6/21/02 Page 4 of 4 3702 Lbs/Pad < 1333 Psf OK . Check Coach For Overturning: Overturning Moments: Combined Overturning Moment = 2/3 x Combination Of Overturning + Uplift ( UBC 1994 ; Section 1619.1 ) Mot Combined = 120984 Ft -Lbs 19i SEC. 1(o21 Resisting Moments: Floor: Mr = FDL x Moment Arm = 87880 Ft -Lbs Wall: Mr = 1/2 WDL x Moment Arm = 50700 Ft -Lbs Roof: Mr = RDL x Moment Arm = 87880 Ft -Lbs Tie -Downs: Mr = TCap x Moment Arm = 0 Ft -Lbs Total: 226460 Ft -Lbs Mr Total x 2/3 = 150973 Ft -Lbs > 120984 Ft -Lbs OK Check Lateral Load On Footings: Total Lateral Load = 9932 Lbs Shear Per Pier = 828 Lbs/Pier < 890 Lbs/Pier OK Check Sliding Resistance: Total Lateral Load = 9932 Lbs e Sliding Resistance = Sliding Resistancex# of Sesimic PiersxPad Area = 12622 Lbs • Factor Of Safety Against Sliding = 1.3 > 1.0 OK RECIORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 02 -Oct -2002 2002-0051655 Has not been compared With original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. MARK AND PAMELA HORN 1997 REAL PRO?ERTY OWNER(LESSOR MANUFACTURER'S NAME PO BOX 5011 MODEL NAME/NUMBER MAILING ADDRESS 52 X 26 OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 1927 MT IDA INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP 02-1449 (530)538-7541 B ' LDING PERMIT NO. TELEPHONE NUMBER 9-30-02 IG TURE OF LOCAL AGTfY &FICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. SKYLINE HOMES 1997 WOODFIELD MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 17700363KA/B 52 X 26 ULI456353/4 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER A.P. # 072-080-017 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. BUILDING PERMIT NUMBER: 02-1449 .Address or location of unit: 1927 MT. IDA, OROVILLE, CA. 95965 Legal Description of Real Property: A.P.# 072-080-017 SEE ATTACHED (x) Mobilehome/Manufactured Home O Commercial Coach Has been affixed to. the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: MARK AND PAMELA HORN Owner's address: P O BOX 5011, OROVILLE, CA. 95965 1 - INSIGNIA OR HUD NUMBER: ULI456353/4 SERIAL NUMBER OR V.I.N.: 17700363KA/B MANUFACTURER'S NAME: SKYLINE HOMES YEAR: 1997 OFFICIAL APPROVING INSTALLATION: &V, DATE: 9-30-02 PHONE: (530) 538-7541 H.C.D. 513C Escrow No. 1-970107LFC. EXHIBIT A All that certain real property situate in the County of Butte, State of California, described as follows: A portion of Lot 164, as shown on that certain map entitled "OROVILLE- WYANDOTTE FRUIT LANDS UNIT NO. 5", which map was filed in the office of the Recorder of the County of Butte, State of California, July 20, 1928 in Book 8 of Maps, at pages 37A and 38A, and being more particularly described as follows: Beginning at the Northeast corner of said Lot 164, said pointbeing -aa-point In fhe East line of Section 19, Township 19 North, Range 5 East, M.D.B. & M., and as shown on said map of Oroville-Wyandotte Fruit lands Unit No. 5, from which' - point the Northeast corner of'said Section 19 bears North 0° 13' East, 146.10 feet; thence along said Section line, South Oa 13' West, 105.36 feet, more or less to its intersection with the centerline of Wyandotte -LaPorte Road; thence along said Road centerline, South -36°•34' West, 577.39 feet; thence leaving said Road centerline North 37° 11' West' 197.26' feet; thence North 06° 55' OO" East, 118.31 feet to the true point'of beginning for this description; thence from said true point of beginning North 06° 55' 00" East 47.00 feet; thence North 08° 40' 00" East, 123.36 feet; thence South 57° 25; 34" East, 299.61 feet to a point in the Westerly line of the.Wyandotte-LaPorte Road• thence'South'36° 34' 00" West along said Westerly line, a distance of 190.00 feet; thence North 480 22' 45" West, 218.76 feet to the true point of beginining.' EXCEPTING THEREFROM that portion thereof, described as follows: Beginning at the Northeast corner of said Lot 164, said point being a point in the East line of Section 19, Township 19 North, Range 5 East, M.D.B. & M., as shown on said Map of Oroville-Wyandotte Fruit Lands Unit No. 5, from which point the Northeast corner of said Section 19 bears North 0° 13' East, 146.10 feet;- thence along said Section line, South 0° 13' West, 105.36 feet, more or less, to its intersection with the centerline of Wyandotte -LaPorte Road; thence along said road centerline South 360 34' West, 577.39 feet; thence leaving said road centerline, North 37� 11' West, 197.26 feet; thence North 06° 55 00" East, 118.31 feet to the true point of beginning for this description; thence from said true point of beginning, North 06° 55' 00" East, 47.00 feet; thence North 08° 40' 00" East, 45.13 feet; thence South 53° 26' East, 262.28 feet; ,:to a point in the Northwesterly line of the -Wyandotte -LaPorte Road; thence South' -36° 34' West along said Northwesterly line, 100.00 feet; thence North 48° 22' 45" West, 218.76 feet to the true point of beginning. wivVitVUJ September 25, 2002 To: Butte County Building Dept Attn: Karen Re: 1927 Mount Ida Road Oroville, CA 95966 A.P # 072-080-017 It is required that this home is put on a permanent foundation, and a 433 is recorded, in order to fund this loan, The loan being obtained by BenchMark Real Estate Mortgage will be paying off the current lien holder that is GreenPoint Credit. Should you have any further questions please do not hesitate to contact me. Sheila Karlowsky Y 1640 East Cypress Avenue Suite B Redding, California 96002 (530) 223-1671 1 09/25/2002 WED 11:44 FAX 530 223 9214 BENCHMARK MORTGAGE 09/25/2002 11:29 FIDELITY NATIONAL TITLE OROVILLE 4 2239214 Fidelity National Title Company OF CALIFORNIA County of Butte Building Division Dept. of Development Services 7 County Center Drive Oroville, CA 95965 0002/003 NO.726 D001 DATE: September 25, 2002 ESCROW N0: 103157 -TR PROPERTY ADDRESS: 1927 Mount Ida Road. Oroville, CA 95966 The above mentioned property is being sold or refinanced. A permanent foundation system permit has been applied for in order to obtain a 433A on the property. The 433A is required by the new lender for this transaction to occur. The current lienholder, their successor or assigns, referenced on the HCD title search (copy attached hereto) will be paid in full at the close of escrow: Pending the receipt of the 433A, the estimated close of escrow is scheduled fro 7 days from this date. Please feel free to call me should you have any questions. ,Sincerely, D .� "Terri Rustin Escrow Officer enclosurels) 465 oro Dam Blvd. p A ■ OrovWe, CA 9s965 • (630) $33-5511 0 FAX 1530) 533^1526 STATE OF CALIFORNIA - BUSINESS, TRANSPORTATION AND HOUSING AGENCY GRAY DAVIS, Governor -DEPARTMENT OF HOUSING AND COMMUNITY. DEVELOPMENT 00tNc q Division of Codes and Standards _ ��s;; w. 3G Title Search 0 �,� r DEQ' Date Printed: 03/14/2002 Decal #: LAZ2300 Use Code: SFD Manufacturer: SKYLINE HOMES INC Original Price Code: APF Tradename: WOODFIELD Rating Year: Model: , WDFP202 Tax Type: LPT Manufactured Date: 10/09/1997 Last ILT Amount: Registration Exp: Date ILT Fee Paid: First Sold On: 02/26/1998 ILT Exemption: NONE Serial Number 17700363KB 17700363KA Record Conditions: Registered Owner: HUD Label [ Insignia ULI456353 ULI456354 Unclaimed Item Held in File Length Width 52' 13' 52' 13' MARK HORN PAMELA HORN (Joint Tenants with Right of Survivorship) 1927 MT IDA OROVILLE, CA 95966 Last Title Date: 02/05/1999 Last Reg Card: 02/05/1999 Sale/Transfer Info: Price $53,680.00 Transferred on 02/26/1998 Situs Address: Legal Owne . i 1927 MT. IDA OROVILLE, CA 95966 Situs County: BUTTE BAHS - BANK OF AMERICA, FSB 851 S RAMPART BLVD SUITE 200 LAS VEGAS, NV 89128 Lien Perfected On: 03/02/1998 10:10:00 *** END OF TITLE SEARCH *** r RECORDING REQUESTED BY: Fidelity National Title Co. When Recorded Mail Document and Tax Statement To: Nr. & Mrs. Mark Horn P.O. Box 5011 Oroville, Ca. 95966 Escrow No. 1-980107LFC Title Order No. U /L-Mu-Ul / 98-0061,37/ Rec Fee A. OO j I DOC 38.50 Recorded l INF 2.00 Official Records l Check 48.50 County of I i Butte i ! Candace J, Grubbs l Recorder / 1:OOPm 19 -Feb -98 / PUEL XX 2 i GRANT DEED The undersigned grantor(s) declare(s) A Documentary transfer tax is $ 38.50 City tax $ [ xx ] computed on full value of property conveyed, or [ ) computed on full value less value of liens or encumbrances remaining at time of sale, ( xx. ) Unincorporated Area City of FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, STANLEY J. HUSTON and MARY ANN HUSTON, his.wife hereby GRANT(S) to MARK HORN and PAMELA HORN, husband and wife as Joint Tenants the following described real property in the 0W.'unincorporated area County of Butte SEE EXHIBIT A ATTACHED HERETO°%AND MADE A PART HEREOF DATED: January 23, 1998 STATE OF CALIFORNIA COUNTY OF Butte ON -1�7 - before me, VV t personally appeared Stanley J. Huston & Ma Ann Huston personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(executed the instrument. Witness my hand and offi r Signature NW.' I ffi .4�Fjj Q � C. WILLIAMS 11092339 � APU -uCOUJTp E Y Comm. EplraMBuhw 24, 2000 MAIL TAX STATEMENT AS DIRECTED ABOVE — — Sep -30-02 13:08 From -Washington Mutual +530 533 3257 T-946 P.002/002 F-015 2002 REAL. ESTATE MORTGAGE Butte County Building Department 7 County Center Drive Oroville, CA 95966 Re. Property Address - 1927 Mount Ida Rd Oroville, CA 95966 APN# 072-080-017 Dear Karen: This letter is to notify your department that the registrabou tags for home are currently not available. I was informed that you will need a signed statement stating that in order to finalize the processing of our 433 A Certificate. Pamela L. Horn 1640 East Cypress Avenue 9 Suite B • Redding, California 96002 , (530) 223-1671 • FAX (530) 223-0132 Mark and Pamela Horn P.O. Box 5011 Oroville, CA 95965 RE: Building Code Violation Address: 1927 Mt.Ida Road Oroville, CA 95966 AP # 072-080-017 Dear Mark and Pamela Horn: B E A U T Y DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above -referenced location, as follows: Failure to obtain the required permits, inspections and approvals from this office for the construction of a 12 x 30 awning. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector. to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active _ Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. erely, (7 .1 Scot Ruther rd Chief, Building Inspector SR:th cc: Assessor RES16ENTfAL 072-080-017 PERMIT#97-2119y �. HUSTON, Stan 1927 Mt Ida Rd., Oroville PERMIT No, Cont: Blaser Homes - MHI Ex Site PERMIT EXF.:.__ t - OWNER CONTR. .ASSESSOR PARCEL LOCATION i 1 if .. J: I, 4 ~1 , r 3� 3 LILI q5 3 t ' Temp. Power Pole Called PG&E f ` Temp. Elec. Service F ' Called PG&E Temp. Gas Service c i Called PG&E "Vo3. JOB FINALED (Date) Signature da V OK 0 = Not OK' Not Applicable Not Ready MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK 2x Mt #'a Date DECRS,.CARPORTS, GARAGES (Plans) OK ;'(-e-ept #'a Le,41'Zoning Requirements - Setbacks - Easements 1. Zoning Requirements-SetbacksEasernents Special MH Support Sketch 2. Footings; SoilrSize-Depth-Spacing-ConnectDrs-SteeI f—,3eSeiwer, Location -Test -Fall -C/0-Concrete 3. Docks; Girders and/or Joists-Decldng-Bracing-stairs-Rails a tion-Test-Easegient Needed (Sketch) 4. Wood A=4 Posts,-Beams-Rftrs.-Conr=tDrs rancsGmd-/ /AmK4ricete Shthg.-Rfg.-Bmcing 0ci"1 rap;/ ttft 5. Alun. Awn.; Columns-ConnectionsSpliceDecal-Erc)iures Ior//.L'tL/ J�"G 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance 8. Fffng.; Sils-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing-Veneer-Stuoco-Mesh 10. Roof Shthg-Roofing Date Card B-1 Data Card B-1 11. Ext; Steps -Doom -Landings Date Card B-1 Date Card B-1 12. Braced WWI, Panels Date MOBILE HOME INSTALLATION (Plans) CK except Fs ing Requirements- Setbacks Easements Date Card B-1 Date Card B-1 .'Footings; Size -Spicing -Marriage Line I Date Card 0-1 Date Card B-1 MH Werti" rKWalve-Connector Date POOLS. (Plans) OK except #'a ectrijjW city; MH Test-Cmssovers-Breakers-Clearances 1. Setbacks -Easements MH Test -Fall -Flex Connector 2. Soils;Compadtion-Structure Stability. MH Test -Regulator -Connector j 3. Pool Structure: Steel -Connections -Thickness 1_7,Astrr "and _Sewer Connected -C/0 to Grade -HD Approval Dead Men -Lining - s Electricity Tagged 4. Elec.; Receptacles and UghfirV, Distance -GF] eDowns-Type Installation Cert. 5. Elec.; Pool Lighting; 15 Volts-GFI t'5- k1ts-, Insp.—,Sketch 6. Elec.; ErrJosures; Conduit Entries -Terminals -Listed bert of Occupancy 7. Elec.; Bonding Metal w/6 -Circulating Equip. -Heater 12. Permanent Foundation Only: I-Icense Decal 8. Elec.; Grounding Equip. w/F Circulating Equip. -Pool Lghtg. Boxes-Erdasures-Par)L4boards4ns. to Main in Conduit Date aY;5:Vrd B-1 Date /0 9 Card B-1 9. Health Department Approval Datand B-1 Da Card B-1 10. Plumb.; Cir. Test Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 yR f I, x ✓ = OK O = Not OK - = Not Applicable x = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd. / /` Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ i Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ /° Ftg. Depth 5. Stemwalls, Main;'Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts- Wrapped 6a. Hold Downs and Special Anchors . 7. Slab, SteelAVrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #s 17. Water Htr; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Cana B-1 Date Card B-1 Date Cana B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing RESIDENTIAL (Single & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-TrussSHting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. W0: Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meeh. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: r�-.,...r.,.,.,p,..,,,r..�,�,,,,�Y''""Y"*�,t-x'.�rtk'a.!'.✓""��,,,�.-j�.. �.�r""^.-�G'u�r""`x'^_.^",,,�,,,...+tvr..-^'�^.r-��.r--^.�"'."_-vv,•X.r�`''�'-----•-•...�-.....�,--•._....�— MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION ---7 COUNTY CENTER DRIVE OROVILLE, CA 95965 --PHONE (916) 538-7541 APN: f ` PERMIT NO- Owner's: 57f v s TO rU Name: Owners: `% ,i` Address:/ r Mobilehome r \ lo Year of Manufacturer 1 Manufacture: Serial number } % ,� J 36 � � " Insignia or j 4 S6 _3T 3 or V.I.N. 1 HUD number:' Official approving installation, Date:..,,,, ...✓� If the mobilehome is moved or relocated, the mobilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system. i 513B White -Owner, Yellow -Installer, Pink -Bldg., Gold -Assessor COUNTY OF BUTTE- DEPARTNENTUF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541q ,,PERM NO. (Rev!12/96) APPLICATION AND PERMIT / _ AS SESSOR PARCEL NUMBER 072-080-017 ZONING AR BUILDING PERMIT OWNER STAN HUSTON M-07842 SO. Ff. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS 836 COLUSA AVE CONTRACTOR'S NAME BLASER HOMES%�-5528 TE NE CONTRACTOR'S .wdLING ADORE�ST SACTO 2529 W. CAPITAL 95691 vJ CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 - Permit Fee $ 23. 00,,_ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1927 MT IDA RD Energy Plan Checking Fee $ OROVILLE $ PERMIT FEE s 43.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MH REPLACEMENT ex `5 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoo, oa LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full f5pWp and effect.PSING / License Class Lic. No. S13lt> OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A To 1000A _ 46.00 NEW CONST. DWELLING UP. OR ADDNS. ( g ACC, Lr SO 3.5QFT: NON•RESIDTONS MULTI.00IRCUI @7,50TS s 8 E OCIR. OWERLAPUTLETPARATUS EX. OCCu OUTLET OR FIXTURES BAL I.S0O EX. Occup. OUTLETSPRESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier /% �;,,.�-..14r:�...a.+.H+�..h..Ai«ti.�-L�,«:--.•.-�-�v.:�:-.�+,'�'�.:..t�1rti,:-a.-...yfv$T4 ;;��t' � +�,;1,1`• W, CCOUNTXOF BUTTE - DEPARTMtNT40F DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER �77W 4J P. Noo� Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted `prior to permit processing and/or issuance: � DATE RECEIVED BY If 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3" Complete plans, 3/4 sets, signed by preparer of plans. ......... Engineered plans and calcs, 3/4 sets, with wet signature on plans :7.1. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details andJayout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 0. 11. Fees of $ .. ........... ... ..... ... .... Impact fees as shown on attached schedule-. cevG-. ......... 9 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer ................... 14. Sanitation and plot plan approval - Health Department . ............ 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). .. .. 20. Pre -inspection for required. . to Building Inspector (Date) to Buil ing Ins re for 21. Contractor's license information. (No., Name Style, Classification) . ............ :..- ..22. 22. Certificate of Workmans Compensation Insurance . ......................... . 23. Owner -Builder Verification (Given to owner , Mail to owner ......... 24. Recorded copy of Agricultural Acknowledgement Statement. ....•.............. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... r 27. 28. Letter of intent on building use . ................. �,................... . Mobilehome utility clearance . ........................................... j 29. Documentation of legal access . ..................... :............ .. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ....................................... 32. Plan check lisp . ..................................................... 33 34. Wheqefou issue the p t, proc9ss as follows: Mail to ow er. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Ir Other g2 Z Parcel Creation � 7 Acreage Applicant Date Copy of Haz-Mat form .sent Health Dept. Fire Dept. Air Pollution Date Copy,of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone = mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail!2 unter by _ Date Plans checked by Date a Plans approved by Date O-2 Sets of plans &n hold in v File cabinet AP folder A41- 6d&1P1j Copy - Department of Public Works G% _/� 2d'or-6w's -XJ E.H. USE ONLY Plot Plan Attache Floor Plan AttachedT Sent to B.D.67*1-1 —v'V �� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance S� J -,V 4 ?o2 - U� Cher Location 0 AP# Plan Approvefo2SAll a Dispo/sa�l ` Water Supply: Public Private Well Clearance fo dw NO Hold final Final c arance O.K. for: NOTE / nvirond-rental Health Specialist Date iS k...�-� r��,.��-..�-.r--•,..r1i•�• :. -rY r..�..Ir+��r-„rc!'•+.-i..rin{.f�,.r`"'`Y`'�TnV..+r'y�r'�.`.1''+"`,,_�-....ay.,rn.�,,.+rwti.�^_-....,..vw.�,.r'.•..•.......,.-r... ..�,.,,...,., .- - _ .. r.. 7 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District ) �7 � Building Department No. A.P. Numbeo7111) —OZ" 0 1-7 Jurisdiction: City Qa County Property Owner `S / !A IU u szo A.,., Property Location/Address / / d"2) o. Subdivision Lot No. Residential Development 0 No of Living Mobile Home Addition Units Installation Commercial/Industrial New Addition Irioor rians reviewea oy acnooi uisinci rersonneu Sq. Footage 3C., C �L (Group R) I q xzl = 7� Sq. Footage Date District Identification No. School District certifies that (Applicant) C�-�� (Street: Address) a (Phone Number) (City) has complied with the requirements of Resolution No. representing 143's �)-- square feet. School District Representative Paid by Check # Remarks: (State) i (Zip Code) (Including Exterior Roofed Areas) — / (p—Q by payment of $ AIM JFBi 2926 $ ULL MITIGATION $ Date I Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a); within 90 days from the date fees are paid Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. j If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notifiec. by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact ori the school district's schools. White (applicant), Yellow (building department), Pink (school district) / feeform.xls (2/97)dmm CO NTYI OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA { (916) 891-2751 7 County Center Drive, Oroville,, CA - (916) 538-7541 i . CORRECTION NOTICE Y OWNER 5 PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at is the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately.YA _ yam' Date /D 47 Inspector 2 %e'WI"l1% F.EV 10192 7-MIMR ;1UL VILLA SEE GI NI NAL NUI L p3 SEE GENF.RAI OTE p3 SIDL OF CHASSIS . BEAM AXIS. ufrr F ICATIUN I CER1'I11Y THAT I HAVE INSTALLED Till: SAC IND., INC. ANCHOWNG SYS'T'EM A5 PER THE INSTALLATIUN INSTRUCTIONS. I :HAVE MADE NO MODIFICATIONS TO THE ANCHORING SYSTE •I' OR TO iL WILDING STRUCTURE. COMPANY NAME: -A.4v-;CON7'HAC1'ORS LIC.# 5-7/S/4027 c. M.H.L- 2 Ire ...a.,a....... r:.:, .. .:+ ((�ata. • M%i • •a::........, .r J Mobilehome Manufacturer: !' �C !Z L SGV G . Manufacture Year: 3F If other than single wide, furnish Setup Model Number: Width:r) L. (ft.) Length:4j2-_(ft.) Tagalong or Expando Size On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup.sheets. ' FOOTINGS: Wood pressure treated or foundation. grade[ Other: SUPPORTS: Concrete block[A Other: Provide Tie Down Specifications for all Mobilehomes:c-- Pier Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 Line 1 Line 2 Line 2 ................................................................................................. Main Beams Line2.....................:........................................................................... e 2 Line 1 Line 3 Line 2 ................................................................................................ Main Beams ................................................................................................ Line 2 Line 1 "Line 5 Tag or Triple e4 ine 1 Line 1 Piers: 1% Ir Size minimum: r J -1-1x r 301. Spacing maximum: I C q18 ` From ends -maximum: /1, ` Line 2 Piers: Size minimum: [ -L] x Spacing maximum: ` From ends -maximum: Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: [ 12 ] x [ 30]. Each side of openings with width over: O ` Line 4 Piers: Size minimum: [ ] x [ ]. Spacing maximum: ` From ends -maximum: ` r3 V8 la Vit. D °`TR FILE COPY -1. Owner's Name: / 12W ' /- (% S 7 �//Z _ 2. Assessor's Parcel Number: 3. Installer's Name: 4. Is the site currently under permit? Yes[ ] Nor 14 Permit No. 5. Is the site an existing site? Ye yq No[ ] (If yes, furnish two plot plans). 6._ What is the electrical rating of the. mobilehome? C Amperes. 7. What is the mobilehome site circuit breaker rating? 2,Cf } Amperes. 8. What is the electrical rating of the mobilehome site? 2 () (Z ; Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] No[�l Ifit is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[] If yes, please identify the load and size: a) The mobile home site: Load- Amperes- C�) b) The main service: Load- Amperes- 11. Type of gas service at mobilehome site: Natural[ ] Propane(] None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome?_�W- (ft.). 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feel on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 8.5 Fax sent by : 916 662 2886 EMPIRE MOBILE HOME A4—>A4 18/18/97 88:21 SAC INDUSTRIES TIE DOWNS ENGINEERED TIE DOWN SYSTEM GENERAL NOTES k[.51GN..l.OAR a. * WIND -------- - - — 15ps1 (70 MPH FXPUSURE V) * WIND 25psi (85 MPH EXPOSURE "C'r) * SFISMIC ZUNI' --- __.. A * S011. HEARING ------ - 1000 pst NOTE: MAXIMUM SOIL PRrssuRL IS 1000 psi WITHOUT A SOIL. RLPON1. �k I:ARTII A1, UFUS -•- ----- 4750# MIN, TOTAL. LOAD CAPACITY 3150# WORKING LUAU CAPACITY * STA)ill.—X DRIVE ANCHORS— 4750# MIN. TOTAL LOAD CAF'AC:I I Y 31:tOi/ WORKING LOAD CAPACITY # CONCRETE SL.AII ANCHORS---- 4750# MIN. TOTAL LOAD CAPACnY 3150# WORKING LUAU CAPACITY *TIF DOWN SPRAT'S ------- 4750# MIN, IVIAL LOAD CAPACITY 3150# WORKING LOAD CAPACITY TIE DOWN STRAPS VS. rrDrRAI. SPECIFICATION OO—S-781 H FOR TYPE. 1, Cl ASS B. GRADE 1 STRAPPING AND BE AT LEAS] 1 1/4" x .035 71NC PLATED. 1, THF. CHARTS SHOW THE REQUIRED NUMBrR OF TIE DOWNS ON Till: SIULS AMU ENDS OF THE MANUI•AGI URLU HUME. 2. COMBINATIONS OF -THE DIFFERENT TYPES Or TIC DOWNS CAN BE USED. 3. FOR ALL TIE DOWN INSTALLATIONS, THE MANUFACTURED HOME CHASSIS MLMI)CRS ARC SHOWN AS'r BEAMS. (FOR ILLUSTRATION I'UIZI'OSL ONLY) CHASSIS SEAMS UAN ALSO Cif. ••C" SIIAPCD OR "RFC" SHAPEU. 4. SIDE 111. DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS BEAMS. LNU 'IIL DOWNS ARI: RLOUIRCU Al CACTI END OF EACH TRANSPORTABLE SECIION UC 1111. MANUFACTURED HOME. 5. END TIE DOWNS CAN BE LOCATED WI1111N 18" UI LI'IHLR SIDE OF CHASSIS HEAM AXIS. 6. 114L SILLS, IYYES, LLNGIHS, LCI. Oh MAILRIALS SHOWN HEREON ARF MINIMUM. LARGCR, LONULH, HLAVILH MALI-I?IAI.S SUPPLILU BY SAC INDUSTRIES, INC. MAY EA. USED AT THC SAME SPACING AND LOCATIONS SHOWN. /. ALL PARIS ARL CUAILU WIIH RUSI RESISIANI INDUSTRIAL SHOP PRIMER. U. THIS llL UUWN SYSILM MLLIS 'IHL kLQUIREMENTS OF SECTION 1336.3 SUR— SCCTION (a). _APPROVAL r/,ra,v sysr APPR(:)vED SUR)ECT TO CORRIC)IONS N0110 M'p•^`4! docs POI oaff,V•:ty 9, Vl•provt• Pay omA!iun o. 1_vinriOn Irom 16oYllra'rl.k „i iggdirnl,lo Pratt b}ytr 41 Colihrn�u .•• •.••r,n-;.! p! Iloi.,, �� t:ne! C'ommu.,ay !)twelo-:mtnf cl- �R�" .f� C it9L5 .aCt STANh�R.71 Pti .SPA Nt�.......i. S. ".210 '�,+I Plan Approval Expires. -e! SAC INDUSTRIES, INC. 3236-C FITZGERALD RD. RANCHO CORDO 5742 PTI: (800) a- �.�Ob. ` * Exp. ' , • c \ �lgrE Of'GA�1�� �. PACIIIC CONSULIING E �- � 2150 Orll. AVt. SUM11 SACRAMENTO, CA, 55838 PH: (916) 564.6028 Pg: i w W , ` 41% I I ,t� 14176 J1 DYfflID K/ QAHMIrN Fax sent by : 916 662 2886 EMPIRE MOBILE HOME A4 ->A4 19/18/97 88:21 Pg: 2 SAC IND.... STARIL-X DRIVE. TIF DOWN ANCHORS 3. DRIVL CRUSS ROUS IHRUl16H Ht AV IUHLS INTO SOIL AS SHOWN. ll i A®T x/6013 #6005 7Invr SEE NOTE #7 AND NOTE :p8 #7000 #7001 X17002 N/1100 or #70D2 l' S'ILLL SUMP --� � #0005 SPLIT DOLT A NUT ----,,. #GDI3 STARII171r' �- DRIVE ANCHOR - MUNI) I INI. - 0/4 I)F1AII"A" O002 PIER LT-ON TOP It pug 7 S1EEE STRAP WHOLE CHASSIS - . r r st •• , �;r �r Jr #7000 7' STEEL $TRAP W/DUCKI E l�'o�'• #6006 SPLIT Sd. •Aa / bUll & NUT SEE 'UtlAjLXv- VERTICAL OR ANGULAR INSTALLATION IS 0111IONAL .,0TAlNL—X DRIVE TIE DOWN SEE D[TAII.."A" WIDTH LENGTH No. OF SIpF No OF -END TOTAL'No. OF TIF. DOWNS TIE DOWNS TIE DOWNS SIN GLf 17 �WIUL X11 0-'- /8',ll .4 4 �� 1 ! 16 10_ 28' 1V 4 b-�4 -- ltt:I�lllltl':1) Nt1Mlih;H OF COMBINED ANCHORS FOR 1NSTAL�L.A7 ION INS I HU(.TIONS WIDTH LENGTH Nu Ut ylUt No 01 ENU IOIAL No. OF Z_ TIE. DOWNSITIE DOWNS TlE DOWNS BU COUNTY 1. -CAN RACTORS._WANNING: CHLCK fIRSI FUR UNVLRGROUND UTILITIES. 2. ORIVV SIAR1117FR PLATE INTO GROUND. BUILDING muE TPMI 3. DRIVL CRUSS ROUS IHRUl16H Ht AV IUHLS INTO SOIL AS SHOWN. ll i A®T 4. ATTACH Sl kAVS IU CIIASSIS UI. AM IN MANNk H SHUWN. S. IF ANGLE OfSIDE STRAP IS GREATER 1HEN 6U'. S1RAP CONNLCIIUN CAN B! - MADE FROM ANCHOR TO OPPOSITF CHASSIS REAM, 6• INSERT STRAP 71IRUUGI-I SPLIT BULL. CUT OFF EXCESS STRAP AND lIGHlfN WIDE DOLT UNTIL STRAP IS SNUG. 7. #6002 ANCHOR CAN BE USED WHERE HARD OR ROCKY SOIL OCCUkS. IF THE GROUND SURFACE IS OTHER THAN ROCK OR MINIMUM 2" ASPHALT, USE STABIL-X ANCHOR OR ENCASE ANCHOR WITH 12"02"x12" CURE OF CONCRETE. 6. WHEN #6002,ANC14OR IS USER -FOR ANY-REOUIREU ANCHOR �= (2)'ANCHORS' 1MU3T_ E_USED,AT..THAT_LOCATION. WINO=15 PSY, - 7O_MPH _LXP."'T;"' -="SEISMIC"ZONE-'WIND=25 PSF - 85 MPH EXP. "C" - SEISMIC ZONE 4 y' f REQUIRED' NUMRFR OF COMBINED ANCIIOHS1'Uli 1 F.ACH SIDE AND END OP' MANUr'AC'1•,11tb:11 HUMF. WIDTH LENGTH No. OF SIpF No OF -END TOTAL'No. OF TIF. DOWNS TIE DOWNS TIE DOWNS SIN GLf 17 �WIUL X11 0-'- /8',ll .4 4 �� 1 ! 16 10_ 28' 1V 4 b-�4 -- ltt:I�lllltl':1) Nt1Mlih;H OF COMBINED ANCHORS FOR EACH SIDE AND END OF MANUFACTURF,n HOMF. WIDTH LENGTH Nu Ut ylUt No 01 ENU IOIAL No. OF Z_ TIE. DOWNSITIE DOWNS TlE DOWNS SINGLE J 10 16, DOUBLE WIDE 0'-r8' 8 10 28' - YRIPLE- 0'-78' 8 WIDE 10 42' -'- Fax sent by : 916 662 2886 EMPIRE MOBILE HOME A4 ->A4 10/19/97 98:21 Pg: 3 SAC_ .IND. _CONCRETE TIE, DOWN AN -C- ORS -v w v #6005 #7000 x/7001 1/7002 114007_ �y /6004 94UO2 PIFR UULT• ON TON - #7007 STFF1. S1RAP WI1H HOLE — #6UUb SPU1 BUL1 & NUT CHASSIS 7000 7' 51EEL TRAP W/BUCKLE OR J/ #6004 #6003 INSTALLATION INS'FRUUf10NS :.. rcw_C.aNCREjE - 1600 1. PLACE CONCRETE ANCHOR INTO WET CONCRETE, AND ALLOW TO PROPERLY CURE. 2. ALTERNATE CONNECTION REQUIRES 1/5 REBAR PROPERLY EMBEUDFU IN CONCREIF. t,KISTINO CONCRETE,_. -_.000 1, CONCKEIE' MUST BE A MINIMUM 3 1/2" THICK AND IN GOOD CONDITION. 2. MINIMUM SLAB ARLA OF EACH ANCHOR IS 28 SOUARF >UI. ALTE NATE 3. DRILL PROPER SIZE HOLE IN SLAB, A MINIMUM OF It FROM ANY SIDE. CO1JNgC'1j10N 4. EXPANSION BOLT IS 5/8" x 3 1/27 WITH MINIMUM 2 3/4" EMBEUME:NT AND 6.100 POUND PULL OUT, 7,160 POUND SHEAR. t;HA5S15...5:QNNL9J' 0 1. A11ACH SIHAPS 10 CHASSIS GEAM IN MANNER SHOWN. 2. IF ANGLE OF SIDF STRAP IS GREATER THAN 617, STRAP CONNLC110N CAN BE �d a f t ' MADE ' M. 3. INSERT ANCHORROM OPPOSITE HA STRAP THROUGH SPLIT B01 T. CUT OFFSSIS EXCESS STRAP AND 11(:Fv -' y t 001.1 UNTII. STRAP IS SNUG. �P T mENT .NOTR; SIDE 11e UUWNS AHL kLOUIRLU ALONG THC OUTSIDE CHASSIS I& IN®"9 G END TIE DOWNS ARE REQUIRED AT EACH ENI) OF EACH 1RANSPORTABLE SECT N pFin ED Of TIIC MANUFACTURED 110MC. p OTE.: A COMBINATION OF DIFFERENT TYPES OF TIE DOWNS CAN DE USED. /SIUL VILw p,.�EAM CHASSIS CHASSIS SEE GFNLRAL NO1L #3 DRILL 8/16" HOLE AT MID HEIGHT OF BEAM AND INSTALL j 1/7" ASn7 HOLI _ (IYPICAI.) = 0 F• F � N�J14 SIpF VIFW °E����AM CHAS SEE GENERAL NOTE P3 SaQN'1-BA(-'1VMCER'1'1121CATION I CERTIFY THAT l HAVE INSTALLED THE SAC IND., INC. ANCIiOI*ON(; SYS111M AS Phi? THE INSTALLATION INSTRUCTIONS. I HAVE MADE NO MODIFICKHONS TO THE ANCHORING SYSTEM OR TO THE IJUILOING STRUCTI)HE. COMPANY NAME: CONTRACTORS LIC.# iCAM 1 SAIF VIEW &ISI) 'I,'IE ENO VIEW bo19N .KQT,E; E ND TIE DOWNS CAN BL LOCATLD WI111IN 18" Of LIIHLR SIDE OF CHASSIS • BEAM AXIS. SaQN'1-BA(-'1VMCER'1'1121CATION I CERTIFY THAT l HAVE INSTALLED THE SAC IND., INC. ANCIiOI*ON(; SYS111M AS Phi? THE INSTALLATION INSTRUCTIONS. I HAVE MADE NO MODIFICKHONS TO THE ANCHORING SYSTEM OR TO THE IJUILOING STRUCTI)HE. COMPANY NAME: CONTRACTORS LIC.# Fax sent by : 916 662 2886 EMPIRE MOBILE HOME A4—>A4 19/10/97 88:24 Pg: 1 • SAC IND. EARTH AUGER TiE..J2QWN ANCHORS V ' • pp #6005 #6006 #7000 #7001 #7002. #4002 u CHASSIS • -.'+ �- U002 PIER U0700 r / (All 1 St �' 000 7' STEEL W/HOLE r• STRAP W/IIUCKLE #6009 SPLIT V1111. 801.7 14 NUT r #6001 c NOTE •� p6Dn6 ' • STABIL12f k PLA1L '(r6000 SERIES ! ARTH AUGER 11 (TYPICAL) NOTE.4 o�TQ�- �'`Yo-la VERTICAL OR ANGULAR INSTAI.I.Al1UN IS OPTIONAL ,l GER TIE-A.OWN INSTAIIATION INSTRUCTIONS 7- .0NTRACIQRS WAI(NIN(;: CHECK FIRST FOR UNDERGROUND UTILITIES, 2. INSIALL-GRUUNU ANCHOR INTO GROUNVLEAVING 12"-14" OF SHAFT 'EXPOSLD. 3. PLACE STABILIZER I'I.AIF NEXT 10 SHAFT RFIWEEN III[ ANCHOk AND CIIASSIS ULAM, AND URIVL IN10 GROUND, 4. IINISH TURNING ANCHOR IN1tl 1HE GROUND APPLYING CONSTANT DOWNWARD PkESSUI(L lU MINIMIZE SOII DISIURDANCE, UN11L ANCHOR HEAD IS FLUSII WIIH ®1 SIAUILIZER PLA1L. S. Al IACH STRAPS TO CHASSIS BF AM IN MANNER SHOWN. F�vk�l9� 6. If' ANGLE OF SIUE S1RAP IS GREATER THAN 00', STRAP CONNECTION C ,�E 1® ' 1 MADE FROM ANC14014 10 OPPOSITE CHASSIS BEAM. �`p� 7. INSEIt1 51RAF' THROUGH SPLIT UUI.1. CUT OFF EXCESS STRAP AND TIGHTEN 1401'1 LIN11L STRAP IS SNUG. Fl1D vl rmWN rND TR DOWN rNU llt uowR srr OIAKI 1 v `.IN(:LE WIVE, 0 v v I' 1]ouIII-F WIDE T H1111.1: WII)F OD m M m a m t` LD LD LD V z w 0 r w z J r U) GAS 2 �o, R• DR�tt.1 E. C, _. .._......__._._ ...-lij..•1 - -... r.._ `i..�,'... .. SII . �- ... _ I I l i I I 0 ai I 0 ------� � 1j00 APPROVED Butte County Environmental Heafrh .SIMME DRAIN at. I1 TIMI IDIiC 17r DA1W1j1)/I9;6 voor tort: S,YV -- __L____ P202/CT • VY u..p/ YI{& r � in 0 y N ui cy s us O � AL o .10 LU FE�24-299? �: Sg 5020-d Z96L 999 916 219 294 SSM 3TC 971 'DNI SaXH S3NI-VMS i cc i i i �o i C r'1 I r'1HCC71.Jf•1LJ117C?f10 3 P A4 6S:01 L661 -TE -86A i„ura 1 : CZ i CZCZ i _raj. 5 PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible, it may cause a delay in processing. Owner's Name: ��Ll. S'T�- Received By: Date: /O - "�— 57,7 - A.P. #: 7 _Q _ U — Permit #: Time: ContactPhoneNumber: -3 7 Z ^ 5,1 (o — G 7 ,G r — Purpose of submitt:_::1"VP ❑ Permit Application Data Item ❑ Engineering 0 ❑ Plan Revision ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: ❑ Requested By Plan's Examiner - Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: all' 9 4 ( moi r-/ G 76 and hold for pickup at the ❑ Chico Office roville Office ❑ Deliver with next inspection. Revised Plan Check Fee: 46.00 Receipt #: 0ZJ1e9% % ❑ Additional Fees Not Required Additional fees may be due based upon co plexi and time involved to process this submittal. Additional Fees: Receipt #: j z ... it -aa -7r tc•VC1 rAi,trl%, UUN.7UL11NU LNU1N1:LHZi ID=9165646029 T-2 Gc,Py Pacific Consulting Engineers 2150 Bell Ave, Suite 145 • Saaamento. CA 95838 • (916) 564-6028 • Fax ('916) 564-6029 November 5, `. 997 BIOTTF- COMM TO: Mr. GeoJi Kellogg Butte Coilding Division FAX�8- 21 7 p��5 RE: Permit N97-2119 Alt. Suppfor mfed home BUILDING DEPARTMEN' APPROVED 11-16-57 r,�rL Enclosedis th111111evised detail for the bracecf'concrete blocks at the supports that exceed 36" in ight. I've added theties at the top and bottom of the piers. This support iated at 40001bs. Reference is made to the home manufacturer's installation mual for the support spacing for a 4000# pier. This detail co rms to the HCD requirement for braced supports, when the supports arc over 36" in; eight. I've included a copy of page 33 of the regulations for over height supports. Th ' e supports are intended to carry vertical load only. The lateral loads to the manufact d home are to be resisted by the installation of tie downs. Iwe included a copy of a Staife approved Engineered Tie Down System for reference. The installer may be using "s system or one similar. If the numberf1ports supports over 36" in height is more than 25% of the total number of supports, a panent type of support structure is to be provided. I do not know how many of the s arc over 36" in height. If you have qustions, please give me a call. I'll do Nvhat I can to help get this matter cleared. II ZI �� platerials & 44/orU€o►�� �t� ' int Accordance wifh Recognized Good Nctf'"k ;'�>d f quality prescribed the p U Wt' Building,mbing& a 64 NotiqQ21 Joeklegi Nit sot of plans and specifications MUST b, kept on the job at all times and it is unlawful tc make any changes or alterations on same withoui writlten permission from the Department of. Puke Ps Woda6 Com of Bute, ,i 11-1d-�f lzsvr rAUir 1(: c;VN5UL11NG ENGINEERS ID=9165646029 P-02 Ar C3G rwjSeAJ H G.Q LAV C&S • . aac �ssra h Vis' Floor Mottriol N.17 Fba Joist Ex�'9•. - 1X ;, :.; ...._. �. Oufr gger Wood Wedges For ' Uveling i r-Zx4 Xx4's rrr. �R Lo+JG. B �5 I ' Yr I MAX. . l4tL -IGd�s !X4 T1�$ R -7J ?Y 7'b P Q o 7T0M ,. -ryp ri11 l� x zic Zs -e pfi-O s MAti�urAGi ui��.D 1`�OMF . Xe?- is R-IRC.rS s 'r �iRgGES C p i carr oursc WT. PIf"2s ��s -r- Yrf'S co+CN�RS PL -4A; ' AL7'E NAt c_ W/ f to & PACIFIC CONSULTING ENGINEERS 2150 Boll Averts 4145 ph. 916-%6 20 saar"ADO CA. 9s&m Ips. 91 &L/a -sp—f- DAfe : tZ-2-q(O .rot%-' 9G -"J QST JcJfPPo;27-fL. 9 - Nom. vlrldtll L0C8ti 6' 2 3/8' 8' 3' 10' 3 3/4' 12' 41/4' 14' 4 5/8' (C) Splits. inn of the piece. (D) Horxy- spots or streaks c equivalent in size to (2) Precast o footings not less tha thickness. The cont clay compressive s pounds per square (3) Other a equivalent load bear decay. (c) Individual devices shad be cit sufficient rigidity distribute the bads footings shall be ca evenly distribute th without bowing or bearing supports o approved listing al approved. (d) lnd'tvldual N �=- three or more feet i lateral bracing in h each other. Whey area of the mobileh three feet or ma installed on a per structure. Holes (Any Cause) 1 1/2' 2' One Hole or 21/20 Equivalent 3' Per Piece 3 1/2' case exceed 1/6 the length cr ?s•,:. !united to small firm honeycomb or peck oleS listed in (B) above. poured in place concrete three and one-half inches in ate shag have a minimum 28 moth of not less than 200 oved material providing capacity and resistance to load bearing supports or signed and constructed with id bearing area to evenly artied to the footings and the eructed of sufficient rigidity to loads carried to the ground ,pl"ttting. Men:fiactured load devices shag be listed by an )ncy and identified as being id bearing support or devices height shag be provided with ) directions at right angles to mote then one-fourth of the me is supported at a height of . the mobilehome shall be constructed support NOTE: Authority cited_ sections law and 18613, Health raid Safety Code. Rdo== Sections 18300 and 16613, Health and safety code. HISTORY 1. Amendment of su ion (a) tiled 8-22.65: cltcaive upon filing pursuant W wanment Code Section 11346.2(d) (Register 6S, No. )• § 1336. M MobiiehomeS October 7. 1973, with the aggro% instructions. Ind -n is installation manufactured on or after all be installed in accordance i manufacturer's installation ual load bearing supports of a support structure shall provide the support required by the manufacturer's instructions, including locations where there are concentrated loads. The footing areas shall be sized in accordance with Section 1334 to support the loads shown in the manufacturer's installation instnctions. upon completion of the mobilehome installation the manufacturer's installation instructions and a copy of the approved plot plans shall be posted witftin the mobilehome for retention by the mobilehorne owner. NOTE: Authmity cited. Section 18300, Health and Safety Code. Rdfera= Section 18613, Health and Safety Code. § 1338. Roof Uve Load. (a) Every mobilehome installed shall have the capacity to resist the applicable minimum roof live bad of the region in which it is installed as set forth in Table 1338-1 or as is further provided by this SeCtIOn TABLE 1338-1 GMW'1 tteeri+w lead FA*6 r fir maN bb— tem e.doa Baal SAV Mr lk" Sod L•e t3n.tlr• low &Q= IL 0 pit o.=OL f t A old ams.st>Q+ R ' 30 pd n" a eco tn01� R � Ad sato= Vd4001-M a Table 1338-1 shall apply except where either greater or lesser snow loads have been established through survey of the region, and approved by the department. At elevations above s,000 ft., snow loads established for residential buildings by local ordinance shall appy. Region I includes the following counties: Alameda Butte, Colusa, Contra Costa, Del Norte, Glenn, Humboldt. Imperial, Kings, Lake, Los Angeles. Marin, Mendocino, Merced, Monterey, Napa, Orange, Sacramento, San Benito, San Diego, San Francisco, San Joaquin, San Luis Obispo, San Mateo, Santa Barbara, Santa Clara, Santa Chu, So(ano, Sonoma, Stanislaus. Sutter, Ventura. Yolo. Region 11 includes the following counties: Amador, Fresno, Inyo, Kern, Modoc, Riverside, San Bernardino, Siskiyou. Region 111 includes the following counties: Alpine, Calaveras, EI Dorado, Lassen, Madera, 33 1/92 3 &P i DESIGN LOADS: wlu 9E S01 -)I• TIE TIE -DOWN STRAPS ME LEAST 1 1/4- x .t * EAI * CRI * COi GENERAL NOTES:: 1. THE CHARTS SHO MANUFACTURED F 2. TI= -DOWNS ARE OF THE MANUFA( 3. COMBINATIONS 01 4. IN THE EVENT All DRIVE ANCHORS EARTH AUGER TH 5. FOR ALL TIE-DOI (FOR ILLUSTRATI( 6. END TIE -DOWNS 7. THE SIZES, HEAVIER MA ABESCOENGINEERED OMBINATION TIE -DOWNS UFACTURED HOME TIE -DOWN CALCULATIONS AP CHEDULES FOR SINGLE/DOUBLE /TRIPLE WIDES DESIGN & GENERAL NOTES --------- 15 PSF BEARING---- 1000 PSF OWN STRAPS- 3150# WORKING LOAD i FEDERAL SPECIFICATION 00 -S -781H FOR TYPE 1, CLASS B. GRADE 1 STRAPPING AND BE AT i ZINC PLATED. AUGERS -------- 2962# TESTED TO 47509 MIN.) DRIVES -------- 2962# TESTED TO 4750# MIN.) ;TE SLAB ANCHORS- 1390# CALCULATED) VN HEREON ARE THE REQUIRED NUMBER OF TIE -DOWNS ON THE SIDES OF THE )ME. 'EOUIRED AT EACH CHASSIS BEAM, EACH END OF EACH TRANSPORTABLE SECTION 'URED HOME AND CAN BE ANY OF THE TYPES SHOWN HEREON. THE DIFFERENT TYPES OF TIE -DOWNS CAN BE USED. EARTH AUGER CANNOT BE INSTALLED DUE TO AN OBSTRUCTION, USE OF CROSS > PERMITTED, PROVIDED THAT (2) CROSS DRIVES ARE INSTALLED FOR EACH J CANNOT BE INSTALLED. SEE PAGE X13. N INSTALLATIONS, THE MFG -D. HOME CHASSIS MEMBERS ARE SHOWN AS "I" BEAMS. l PURPOSES ONLY) CHASSIS BEAMS CAN ALSO BE "C" SHAPED OF RFC SHAPED. :AN BE LOCATED WITHIN 24" OF EITHER SIDE OF CHASSIS BEAM AXIS AS SHOWN. kSSIS BEAM N 'v N (ONE END TIE -DOWN MANDATORY AT EACH END OF "I" BEAM) �-18"MIN- j— LEN THS, ETC. OF MATERIALS SHOWN HEREON ARE MINIMUM. LARGER. LONGER, S SUPPLIED BY ABESCO MAY BE USED AT THE SAME SPACING & LOCATIONS SHOWN, I ENGINEERI APPROVAL S; y Es 3 T �Pf Q qlE 0 TtOS TIEDOWN SYSTEM1LIBSECTiON MEETS THE REQUIREMENTS OF SECTION 1336.3, (o) I PACIFIC CONSPLTING ENGINEERS I 2150 $ELL AVE. I SUITE 145 SAC, CA. 95838 PH: 916-584-6028 STATE APPROVAL . 4wAeAl�q rlxama v �yxy, APPROVED SUBIECT TO CORRECTIONS NOTED apOro•ot does not o.,Aorize or oppror8 *Ay 00t41:00 O• 1evi01ien from requirements of opplitoble Stole taws and •p9ulot:Oni. Stote 01 CaNfornio Oepornnent of Hov::n9 and Comnwnity OevelOpmonr Otv 10 CODES AND STANDARDS SY Da1eQ�r� (t,gnoture) SPA NO this Plon Approval Expires ABESCO 5851 FLORIN-PERKINS ROAD SAC. CA. 95828 PH: 916-383-8831 4 yr 7 #602 48" T.D.A. SIDE TL A DCCnn TIC_ nnu�.lc- I io SIiLY LE WIDE �z C v 2 V. V N 21 ( SPACED LE GTN'VARIES SIOF TIE -0 I NS (SEE NOTE BELOW) 31 O J o� m LEWIDE �r �w N 2-1 EVENLY SPACED I Ey XLy SPACED I EYENLY SPACED 2 - LEN VAAjes NOTE: SIDE TIE -DOWN ; MUST BE WITHIN 24' OF THE END OF CHASSIS M. END TIE -DOWN . CAN BE LOCATED -WITHIN 24' OF EITHER SIDE 0 CHASSIS BEAM. ONE TIE -DOWN !S MANDATORY AT Al E# Of "i BEAM. (SEE PAGE �Y. GE ERAL NOTE �6) IF SIDE WALL TIE- OWN GROUND ANCHOR .LOCATION IS'SUCH THAT THE ANGLE BETWEENtTHE GROUND AND STRAP EXCEEDS 6 . CONNECT THE TIE STRAP TO THE INSIDE CHASSIS B M ON DOUBLE AND TRIPLE WIDES AND THE OPPOSITE CHASSIS BEAM ON SINGLE WIDES. TRIPLE WIDE W 1 i i i' 1 2' EVENLY SPACED ( EVENLY(SPACED 12'1 LENGTH I VARIES 1 1 T EARTH AUGERS MAX. LENGTH OF 36• ol X1607 CROSS RIVE ANCHOR #608 SPLIT #606 STEEL STRAP W/BUC #406 PIER BOLT -ON TOP 45 BOLT & NUT a 7 8 MINIMUM N0, OF 2 3 a SIOE TIE -DOWNS #614 STEEL I:v STRAP W/HOLE X CONCRETE IB ANCHOR V/ #615 CONCRETE 5822 SLEEVE SLAB ANCHOR x/616 STABILIZER ' 'CHORS (DRY) (WET) PLATE -------•.....`--.�...-----•�•..�------...— rN5 (SEE NOTE BELOW) SIDE TIE -DOWNS (SEE NOTE BELOW) io SIiLY LE WIDE �z C v 2 V. V N 21 ( SPACED LE GTN'VARIES SIOF TIE -0 I NS (SEE NOTE BELOW) 31 O J o� m LEWIDE �r �w N 2-1 EVENLY SPACED I Ey XLy SPACED I EYENLY SPACED 2 - LEN VAAjes NOTE: SIDE TIE -DOWN ; MUST BE WITHIN 24' OF THE END OF CHASSIS M. END TIE -DOWN . CAN BE LOCATED -WITHIN 24' OF EITHER SIDE 0 CHASSIS BEAM. ONE TIE -DOWN !S MANDATORY AT Al E# Of "i BEAM. (SEE PAGE �Y. GE ERAL NOTE �6) IF SIDE WALL TIE- OWN GROUND ANCHOR .LOCATION IS'SUCH THAT THE ANGLE BETWEENtTHE GROUND AND STRAP EXCEEDS 6 . CONNECT THE TIE STRAP TO THE INSIDE CHASSIS B M ON DOUBLE AND TRIPLE WIDES AND THE OPPOSITE CHASSIS BEAM ON SINGLE WIDES. TRIPLE WIDE W 1 i i i' 1 2' EVENLY SPACED ( EVENLY(SPACED 12'1 LENGTH I VARIES 1 1 T EARTH AUGERS MAX. LENGTH OF 36• 54' 72' 59' 68' MFG -0. HOME 45 6 7 8 MINIMUM N0, OF 2 3 a SIOE TIE -DOWNS CROSS DRIVE ANCHORS MAX. LENGTH OF 36' S4' 72' 59' 68' MFG'D. HOME 45 6 7 8 MINIMUM NO. OF 3 SIDE TIE -DOWNS CONCRETE SLAB ANCHORS MAX- LENGTH OF MFG'D. HOME 34• 42' 50' 59' 68' MINIMUM NO. OF 45 6 7 8 SIOE TIE -DOWNS 0r 7 END TIE—DOWN #406 PIER BOLT—ON TOP— #614 ETU STRAP \ CROSS DRIVE TIE -DOWN CHASSIS SIDE TIE–DOWN #606 STEEL STRAP #608 SPLIT BOLT do NUT - #616 STABLIZER PLATE GROUND LINE P.06 #607 CROSS DRIVE ANCHOR INSTALLATION I STRUC ONS 1 DETAIL "A' 1. INSTALL CROSS DRIVE ANCHORS INTO SOIL AS SHOWN.(WITH YPICAL CROSS DRIVE) 2. ATTACH STRAPS TO C ASS15 BEAM IN MANNER SHOWN. STABILIZER PLATE 3. INSERT STRAP THROU H SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN EtLT UNTIL STRAP IS SNUG. !CONTRACTORS WAR XG.- CHECK FIRST FOR UNDERGROUND UTILITIES. CROSS DRIVE ANCHORS j RE USED WHERE HARD OR ROCKY SOIL OCCURES. IF THE GROUND SURFACE 1S OTHER THAN' ROCK OR MINIMUM 2" ASPHALT. INSTALL /616 STABILIZER PLATE. (STABILIZER PLATES MAY BE PREWELDED TO #607 CROSS DRIVE A NICHOR) OR INSTALL 12 x12"x12" CONCRETE BLOCK. NOTE, IF A CROSS DRIVE IS U D WHERE AN AUGER COULD BE USED (IN LOAMY TYPE SOIL). THEN TWO CROSS DRIVES MUST BE INSTALLED PRO ERLY IN PLACE OF THE ONE TIE–DOWN. BOTH CROSS DRIVES MUST BE STABILIZED AS SHOWN IN DETAIL -A7. SEE PAGE #1. GENERAL NOTE #4. N��o�•�r��r�N �q�••����uw�rr1N�M����������H���M ����M�����u�N �Hw Hw N� CONCRETE TIE -DOWN INSTALLATION SIDE TIE–DOWT END TIE—DOWN 406 PIER OLT—ON TOP--_ t.. CHASSIS G° p _,O/—#606 STEEL m INSTRUCTIONS #604 DRY 1. CONCRETE MUST BE A MINIMUM OF 3 1 /x' THICK AND IN GOOD CONDITION. 2. MINIMUM SLAB AREA OF EACH ANCHOR IS 28 SQUARE FEET. 3. DRILL PROPER SIZE HOLE IN SLAB. A MINIMUM OF lY FROM ANY EDGE. #615 WET 1. PLACE CONCRETE ANCHOR INTO WET CONCRETE. 2. ALLOW CONCRETE TO PROPERLY DRY. CHASSIS CONNECTIQU 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 2. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. (o co (., 7 o - m INSTRUCTIONS #604 DRY 1. CONCRETE MUST BE A MINIMUM OF 3 1 /x' THICK AND IN GOOD CONDITION. 2. MINIMUM SLAB AREA OF EACH ANCHOR IS 28 SQUARE FEET. 3. DRILL PROPER SIZE HOLE IN SLAB. A MINIMUM OF lY FROM ANY EDGE. #615 WET 1. PLACE CONCRETE ANCHOR INTO WET CONCRETE. 2. ALLOW CONCRETE TO PROPERLY DRY. CHASSIS CONNECTIQU 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 2. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. (o co (., 7 511 TIE -DOWN ENE, TIE -DOWN --1 #406 PIER BOLT -ON TOP---,,,,_�: S614 TRAP STI`,. SEE DETAIL (TYPICAL) "Ct BEAM CHASSI SEE: "r BEAM CHASSIS NOTE #5, SHT. 1 FOR TIE -DOWN INFORMATIO ~s' TIE -DOWN "I" BEAM CHASSIS SEE "I" BEAM CHASSIS ;' ;s �:: • NOTE #5, SHT. 1 FOR TIE -DOWN INFORMATION #606 EEL STRAP tILL 9/16" HOLE AT D HEIGHT OF BEAM, STALL 1/2- A307 "RFC" BEAM CHASSIS SEE "Y' BEAM CHASSIS NOTE #5, SHT. 1 FOR TIE -DOWN INFORMATION SPLIT BOLT do NUT -� GROUND LINE #616 T.D.A. STABILIZER PLATE NOTE: VERTICAL OR ANGULAR INSTALLATION IS OPTIONAL Im --Iu-- I o -r_ DETAIL "A'' (TYPICAL) INSTALLATION INSTRUCTIONS i. INSTALL ANCHORS INTO SOIL APPLYING CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE, UNTILL HEAD IS FLUSH WITH STABILIZER PLATE. ANCHORS SHOULD BE INSTALLED BELOW FROST LINE. 2. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 3. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. CONTRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES. Of O , O <"•' INSTALL GRO IND ANCHOR > "`.'' - PLACE STABILIZER PLATE INTO GROUP 0, LEAVING '_�' ` NEXT TO SHAFT BETWEEN 8- 1 Y OF Sir kFT EXPOSED. '%::. :`_•t ANCHOR AND CHASSIS BEAM, AND DRIVE INTO GROUND. O FINISH TURNING ANCHOR INTO THE GROUND UNTIL ANCHOR HEAD IS FLUSH WITH STABILIZER PLATE. THIS PROVIDES SECURE PROTECTION AGAINST LATERAL MOVEMENT. ...�.. �....�..�..�..�.. .. .. .. .. ....... .. .. .. ...................................�..�.. -- CONTRACTORS VERIFICATION - 1 CERTIFY THAT I HAVE INSTALLED THE ABESCO ANCHORING SYSTEM AS PER THE INSTALLATION INSTRUCTIONS. I HAVE MADE NO MC DIFICATIONS TO THE ANCHORING SYSTEM OR TO THE BUILDING STRUCTURE. 0 COMPANY NAME: ------------------- --__ CONTRACTORS LIC.#_----------------- W DATES.—_—_—_--_ _ SIGNATURE: -------- --- 7�� 7 A 072-m-080-017' PtRMIT#97-2354 HUSTON, Stan 1927 Mt Ida.Rd., Orovillb Cont: Blaser Homes Extend Gas Line/MH OFFICE COPY Address GAS I'D Meter�Byr.BY ELECTRIC e Meter By I 'I v, COUNTY OF BUTTE- DEPARTMENT OF DEVE OPMENT SERVICES -BUILDING CIWISION 7 County Center Drive - Oroville, California 65965 - Telephone (916) 53$4541 „.P MIT NO. (Rev. 12/96) APPLICATION AND PERMIT NUMBER AS072R-08 LO—V17 ZONING R ILDING PERMIT OWNER STAN HUSTON TELEPHONE 534842 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 836 COLUSA AVE, OROVILLE CA 95965 CONTRACTOR'S NAME BLASER HOMES TELEPHONE ' 372-5528 CONTRACTOR'S MAILING ADDRESS W, SACRAMENTO 2529 W. CASPITAL, 95691 CONSTRUCTION LENDER " 1 Fireplace LENDER'S MAIUNG ADDRESS J Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ 1927 . . PERMIT FEE $ LOT IUBDNISICN'SNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE 1 SF ❑ Duplex ❑ Mobilehome C17% Other I - SPECIFY•I, Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ i Describe Work: EXTEND EXISTING GAS LINE REO 97-2119 Gas i in s stem 1 - 5 outlets 15.00 1S.Q0 Building sewer 15.00 Mobile,Home SG W @20.00 PERMIT FEE $ 3S 00 ELECTRICAL PERMIT Filing Fee 20.00' Main Service 200AOORLLLESS 23.00 t LICENSED CONTRACTOR'S DECLARATIONMain �r I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWN ER -BUILDER D - R I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason:—Temporary ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensedtcontractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Service 200A TO 1000A 46.00 ' NEW CONST. DWELLING OCCUP. OR ADONIS.( d C.B.S. 3 SQSo. FT. =RES IIDT MULTMOUTLE,r POWER APPARATUS 8 SINGLE OUTLET CR. Ex. Occup, OUTLETOR FIXTURES �� �' o NS Ex. Occup. ouT�rs RES D.OEA 5.00 Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation i PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I ,3 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. // X _ Date /�/� f:�'_ Sign ure of Applicant - ❑ Ow ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ - 35.00 HAZ. D. FEES IMP I FLOOD I COF PARCEL Pp HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By r' - Date PERMIT EXPIRES ON Date Receipt No. .2. 3�Q! I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OEM M 4 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING ISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 53 - 54 IT NO. (Rev. 12/96) APPLICATION A -74D PERMIT --��� � X072 080.017 ZONING AR ILDING PERMIT OWNER STAN HUSTON TELEPHONE 533-1842 SO, FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 836 COLUSA AVE, OROVILLE CA 95965 CONTRACTOR'S NAME BLASER HOMES TELEPHONE 372-5528 CONTRACTORS MAILING ADDRESS W. SACRAMENTO 2529 W. CASPITAL, 95691 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LO sue ME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Iff Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: EXTEND EXISTING GAS LINE RE: 97-2119 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home I S I G I w @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Filing Fee 20.00 600V OR UE9 Main Service pO.AOFILFSS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. t License Class Lic. No. gyp! O NER-BUILDER D L aN I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUR OR ADONS. ( a ADC. SLDS. s0 3.5QF,; NON•R SNOT nricl C ui @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTIETOR FDRURES Zo p I.Z. SAL @ Z. Ex. Occup. D .EO PEESSIp.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) A I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date/& ��— Signature of Applicant - ❑ Ow ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. D. FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have al By I 15A PERMIT EX IRE ON 1 the applicable provisions Resolutions to do work been paid. Date/V/� A 7 .119F Date ReceiptNo.;-;_,.31'og! WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY' OF BUTTE BUILDINC`DIVISION DEPARTMENT Cif DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 r CORRECTION NOTICE A routine inspection indicates that the following violations of Butte County Ordinances exist at the above addre and should be corrected. Please notify this office when correction of work is completed. you have any questions pertaining to this matter, or need additional explanation, please con ct th``s office immediately. 0 to, Lam! ! _% As 161111111 1 Date /�—� nspecto,r'�-t�6A�m�. REV 10/92 j ' 4Av J 1 Date /�—� nspecto,r'�-t�6A�m�. REV 10/92 j COUNTY OF BUTTE BUILDING'DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 3 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE PV �"a l y PERMIT NO.` A routine inspection indicates that the following violations of Butte County Ordinances exist at _ the above address and should be corrected. Please notify this office when correction of work is completec. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. SSG s , #g ..y i i' . s "J f 1, Xy •'1 T� 11-10-97 12:00 PACIFIC CONSULTING ENGINEERS ID=9165646029 P.01 1 Pacific Consulting Engineers 2150 Bell Ave, Suite 14.5 • Sacramento, CA 95838 • (916) 564-6028 • Fax (916) 564-6029 0 7 z -CJBG -al 7 November 5, `. 997 wv"tslb�_) t3UTf6 CO UNIT TO: Mr. GeorIt Kellogg Butte Couilding Oivision EA,XA38- 214 7 pA�,_05 RE: Pernvit No 97-2119 Alt. suppo rt for mfg'd home BUILDING DEPARTMEM) ,Appi20YED Enclosed is they "sed detail for the braced concrete blocks at the supports that exceed 36" in h,+ ight. I've added the ties at the top and bottom of the piers. This support is, ated at x#000 lbs. Reference is made to the home manufacturer's installation m � ual for the support spacing for a 4000# pier. This detail co rms to the HCD requirement for braced supports, when the supports are over 36" in; ieighL. I've included a copy of page 33 of the regulations for over height supports. Th e supports are intended to carry vertical load only. The lateral loads to the manufact d home are to be resisted by the installation of tie downs. I've included a copy of a St IS approved Engineered Tie Down System for reference. The installer znay be using system or one similar. If the numberf supports over 36" in height is more than 25% of the total number of supports, a pe, anent type of support structure is to be provided: I do not know how many of the s ' ports are over 36" in height. If you have qutions, please give me a call. I'll do what I can to help get this matter cleared. Wats r a11s WortMWWRP 'Stiff #,# 1A Accorua;�ce yri* [?;acr,,0:sr:1 s'%v^<3 4fflCZlcoe and o7 a quolilly P a.1'L'i I13i.t, c'o ii.fr e.!?Ct{iri"i use in the Uniform Buking, PturnLAng & iJieiianicol Codes erred the Ncationgi Electrical Code. this sett of plans and specifications MUST b. kept on the job at eJ times and it is unlawful tc make any changes or Arerations on same without wrii*een permission from the Dep ar#ment 9f cul kxwdol. CAWAY of.11 I of � 11-16-97 12:00 PACIFIC CONSULTING ENGINEERS ID=9165646029 P.02 RrrQ'D f3ErWar✓A1 HCAE t-L`/a&S Floor Material NO. -17 Floor Joist Jx E4 Oufr 9ger Wood wedges For ' Leveling i 8'R8 16' �x4's rrr_ ' GDIJG. B t5 x4'S TYr- I tkfL.. . -�Gd�s IA4 TISS fTl 7Y m 10 t (6 o IN i --zXq- l3RACF- r M61 8(0 MAX. - /�' x t 2x zoa,- )07" pftO s I AA)Uf-AGS U/Z D 1��OMF . ryp,cotc. JLIke* Of.'S & G0PA1t=RS , e&� A SKgr— C o Jr R, WT. PIP Qs PL�n1 : PACIFIC CONSULTING ENGINEERS 2150 Hall AV*W 1145 Ph, 916-566-4028 Sacscao to. G. 958.38 hs. 91 CPI -'ft:: tZ—z-qi6 9(a -9A QL.T:�uf P�� i Pfi— 11-10-97 12:01 PACIFIC CONSULTING ENGINEERS ID=9165646029 P.03 (C) Splits. In rm of the piece. (D) Hor.CV-_- rl spots or streaks a equivalent in size to (2) Precast 0 footings not less that thickness, The cone day compressive st pounds per square i (3) Cutter a equivalent load bear decay, (c) Individual devices shall be de sufficient rigidity a distribute the loads footings shalt be co' evenly distribute thi without bowi:.g or bearing supports oe approved listing al; approved. (d) h ind"tvidual le three or.more,feet it lateral bracing; in each,other.. When area of the,mobilem three feet.. or -moll installed -;on ra -pen structure: NOTE Authority Safety Cade. Rde Safety Code- 1. oda 1. Amendment or Sul Cling pursuant to (RcOer 8S. No. . § 1336. Mobilehomes October 7, 1973, s with the approve instructions. Indivi Holes (Any Cause) Z' One Hole or 21 /2 Equivalent 3' Per Piece 3 1/2' case exceed 1/6 the length .r 43• y. limited to small firm honeycomb or peck oles listed in (B) above. poured in place concrete three and one-half inches in ate shall have a minimum 28 math of not less than 200 wed material providing capacity and resistance to load bearing supports or jigned and constructed with Id bearing area to evenly arried to the footings and the ttnicted of sufficient rigidity to loads carried to the ground pl-ctting. Manufactured load devices shall be Wed by an incy and identified as being support structure shall provide the support required by the manufacturer's instructions, including locations where there are concentrated loads. The footing areas shall be sized in accordance with Section 1334 to support the loads shown in the manufacturer's installation instructions. Upon completion of the mobilshome installation the manufacturer's installation instructions and a copy of the approved plot plans shall be posted within the mobilehome for retention by the mobilehome owner. 1 NOM- Autbority cited: Suafon 18300, Health and Safety Code. Refa+at= Settift 18613, Health and Safety Cede § 1338. Roof Uve Load. (a) Every mobilehome installed shall have the rapacity to resist the applicable minimum roof live load of the region in which it is installed as set forth in Table 1338-1 or as is further provided by this section. lik"im Alli movedon id bearing support or.devices heigt shall beprovidedmitii". i�dimctions.at Aght; angles,to, , more= then one-fourth wbU the me is supported.at a height -of , , the... mobilehome shall 'be anently_. constructed.. support Sections 18300 sad 18613. Health and Sections 18300 and 18613, Health and HISTORY cion (a) tiled 8-2245: effective upon ovcllmeat Code Section 11346.2(d) Installation manufactured on or after jail be installed in accordance i manufacturers installation lual load bearing supports of a TABLE 1338.1 goa l iroorLM tad 11A*M ® far It aMb&— Any - Nom. Wdth Locant 6' 2 3/8' & 3' 10' 33/49 12' 4 1/4' 14' 4 5/8' (C) Splits. In rm of the piece. (D) Hor.CV-_- rl spots or streaks a equivalent in size to (2) Precast 0 footings not less that thickness, The cone day compressive st pounds per square i (3) Cutter a equivalent load bear decay, (c) Individual devices shall be de sufficient rigidity a distribute the loads footings shalt be co' evenly distribute thi without bowi:.g or bearing supports oe approved listing al; approved. (d) h ind"tvidual le three or.more,feet it lateral bracing; in each,other.. When area of the,mobilem three feet.. or -moll installed -;on ra -pen structure: NOTE Authority Safety Cade. Rde Safety Code- 1. oda 1. Amendment or Sul Cling pursuant to (RcOer 8S. No. . § 1336. Mobilehomes October 7, 1973, s with the approve instructions. Indivi Holes (Any Cause) Z' One Hole or 21 /2 Equivalent 3' Per Piece 3 1/2' case exceed 1/6 the length .r 43• y. limited to small firm honeycomb or peck oles listed in (B) above. poured in place concrete three and one-half inches in ate shall have a minimum 28 math of not less than 200 wed material providing capacity and resistance to load bearing supports or jigned and constructed with Id bearing area to evenly arried to the footings and the ttnicted of sufficient rigidity to loads carried to the ground pl-ctting. Manufactured load devices shall be Wed by an incy and identified as being support structure shall provide the support required by the manufacturer's instructions, including locations where there are concentrated loads. The footing areas shall be sized in accordance with Section 1334 to support the loads shown in the manufacturer's installation instructions. Upon completion of the mobilshome installation the manufacturer's installation instructions and a copy of the approved plot plans shall be posted within the mobilehome for retention by the mobilehome owner. 1 NOM- Autbority cited: Suafon 18300, Health and Safety Code. Refa+at= Settift 18613, Health and Safety Cede § 1338. Roof Uve Load. (a) Every mobilehome installed shall have the rapacity to resist the applicable minimum roof live load of the region in which it is installed as set forth in Table 1338-1 or as is further provided by this section. lik"im Alli movedon id bearing support or.devices heigt shall beprovidedmitii". i�dimctions.at Aght; angles,to, , more= then one-fourth wbU the me is supported.at a height -of , , the... mobilehome shall 'be anently_. constructed.. support Sections 18300 sad 18613. Health and Sections 18300 and 18613, Health and HISTORY cion (a) tiled 8-2245: effective upon ovcllmeat Code Section 11346.2(d) Installation manufactured on or after jail be installed in accordance i manufacturers installation lual load bearing supports of a TABLE 1338.1 goa l iroorLM tad 11A*M ® far It aMb&— �OOt8.voo a "�°° in � Lon B.oril.. W 1L.e Lad 14rd clormwo a Vd o.� RR !o td alms It W for soi�co a vi NM ft ve cool -e000 s Z Table 1338-1 shall apply except where either greater or lesser snow loads have been established through survey of the region, and approved by the department. At elevations above 5,000 ft., snow loads established for residential buildings by local ordinance shall apply. Region 1 includes the following counties: Alameda, Butte, Colusa, Contra Costa, Del Norte, Glenn, Humboldt. Imperial, Flings, Lake, Los Angeles. Marin, Mendocino, Merced, Monterey, Napa, Orange, Sacramento, San Benito, San Diego, San Francisco, San Joaquin, San Luis Obispo, San Mateo, Santa Barbara Santa Clara, Santa Cruz, Solano, Sonoma. Stanislaus, Sutter, Ventura. Yolo. Region 11 includes the following counties_ Amador, Fresno, Inyo, Kem, Modoc, Riverside, San Bernardino, Siskiyou. Region Ill includes the following counties: Alpine, Calaveras, El Dorado, Lassen, Madera CJ 1/92 3aF 7 11-10-97 12:01 PACIFIC CONSULTING ENGINEERS ID=9165646029 £SIGN LOADS: IE WIN S011 aE TIE TIE -DOWN STRAPS MEE LEAST 1 1 /4" x .0 * EAR * CRC * Col, GENERAL NOTES:, 1. THE CHARTS SHO MANUFACTURED F 2. TIE -DOWNS ARE OF THE MANUFAC 5. COMBINATIONS 01 c. IN THE EVENT At DRIVE ANCHORS EARTH AUGER TH S. FOR ALL TIE -DON (FOR ILLUSTRATIC 6. END TIE -DOWNS 7. THE SIZES, 1 HEAVIER MAT ABESCOENGINEERED OMBINATION TIE—DOWNS f UFACTURED HOME TIE -DOWN CALCULATIONS AP S FOR SINGLE/DOUBLE /TRIPLE WIDES DESIGN & GENERAL NOTES P.04 --------- 15 PSF BEARING---- 1000 PSF DWN STRAPS- 3150# WORKING LOAD FEDERAL SPECIFICATION 00 -S -781H FOR TYPE 1, CLASS B. GRADE 1 STRAPPING AND BE AT ZINC PLATED. AUGERS -------- 2962# TESTED TO 47509 MIN.) DRIVES -------- 2962# TESTED TO 4750# MIN.) :TE SLAB ANCHORS- 1390# (CALCULATED) VN HEREON ARE THE REOUIRED NUMBER OF TIE -DOWNS ON THE SIDES OF THE )ME. EQUIRED AT EACH CHASSIS BEAM, EACH END OF EACH TRANSPORTABLE SECTION 'URED HOME AND CAN BE ANY OF THE TYPES SHOWN HEREON. THE DIFFERENT TYPES OF TIE -DOWNS CAN BE USED. EARTH AUGER CANNOT BE INSTALLED DUE TO AN OBSTRUCTION, USE OF CROSS i PERMITTED, PROVIDED THAT (2) CROSS DRIVES ARE INSTALLED FOR EACH ,T CANNOT BE INSTALLED. SEE PAGE #3. N INSTALLATIONS, THE MFG -D. HOME CHASSIS MEMBERS ARE SHOWN AS "I" BEAMS. I PURPOSES ONLY) CHASSIS BEAMS CAN ALSO BE "C" SHAPED OF RFC SHAPED. :AN BE LOCATED WITHIN 24• OF EITHER SIDE OF CHASSIS BEAM AXIS AS SHOWN. i '11110-'v SSIS BEAM N (ONE END TIE -DOWN MANDATORY ;f AT EACH END OF "I" BEAM) N f -•-18" MI N --I LEN THS, ETC. OF MATERIALS SHOWN HEREON ARE MINIMUM. LARGER, LONGER, S SUPPLIED BY ASESCO MAY BE USED AT THE SAME SPACING & LOCATIONS SHOWN. I ENGINEERI APPROVAL 0 e C Iko-s ;a THIS TIEDOWN SYSTEMI MEETS THE REQUIREMENTS OF SECTION 1336.3, 4UBSECTION (a) PACIFIC CONSULTING ENGINEERS 2150 BELL AVE. I SURE 145 583 SAC. CA. 9E PH: 916-564-6028 STATE APPROVAL APPROVED SUBJECT TO CORRECTIONS NOTED approvot does not authorize or approve any COR44:60 o, leviotion from requirements of applicable Stet& laws and •ogulotions. State of California Oeportment of Hov::ny end Comntvnity Oovelopment olv }O CODES AND STANDARDS Icy ._ . DateO.�r� cs,gnatur&) SPA NO.___._— this Plan Approval Expires � ABESCO SESt flORIN-pERKINS ROAD 54C. CA 95828 PH: 916-383-8831 �} or— 7 I1-10-97 12:02 PACIFIC CONSULTING ENGINEERS ID=9165646029 P.05 #602 49' T.D.A. SIDE TI ABESCO TIE --DOWNS CABESCO NAME STAMPED IN 1 HEADS OF TIE—DOWNS // #607 CROSS RIVE ANCHOR #j608 SPLIT BOLT & NUT #606 STEEL STRAP W/BUC t I j • j • #406 PIER BOLT—ON TOP J� ® �a�a Lae, #{614 STEEL STRAP W/HOLE I4 CONCRETE B ANCHOR W/ #615 CONCRETE #/616 STABILIZER ` 5622 SLEEVE SLAB ANCHOR PLATE CHORS (DRY) (WET) NS (SEE NOTE BELOW) l a SIDE TIE -DOWNS (SEE NOTE BELOW) SIN. LE WIDE I .^a _ x O v 2 w V N 2-t EV LY I SPACED 2' LFI GTN VARIES SIDE TIE -00 NS {SEE NOTE BELOW) Iv V�Qq DOU LE WIDE �y MLY NOTE: SIDE TIE—DOWN : MUST BE WITHIN 247 OF THE END OF CHASSIS M. END TIE—DOWN, CAN BE LOCATEO WITHIN 24" OF EITHER SIDE 0 CHASSIS BEAM. ONE TIE—DOWN IS MANDATORY AT ACM END OF i' BEAM. (SEE"PAGE 0. GE ERAL NOTE X16) IF SIDE WALL TIE— OWN GROUND ANCHOR.LOCATION IS-SUCH"THAT THE ANGLE BETWEENITHE GROUND AND STRAP EXCEEDS 61 . CONNECT THE TIE STRAP TO THE INSIDE CHASSIS 8 M ON DOUBLE AND TRIPLE WIDES AND THE OPPOSITE CHASSIS BEAM ON SINGLE WIDES. TRIPLE WIDE W I 1 1 T 1 Z' EVENLY SPACED I EVENLY(SPACED 12'1 LENGTH VARIES 1 1 1 EARTH AUGERS MAX. LENGTH OF 36' 54' 72' 59' 68' MFG'D. HOME 4 S 6 7 1 8 MINIMUM N0, OF 2 3 4 SIDE TIE -DOWNS CROSS DRIVE ANCHORS MAX. LENGTH OF 36' 1 54' 72' 59' 68' MFG'D. HOME 4 S 6 7 1 8 MINIMUM NO. OF 2 3 4 SIDE TIE—DOWNS CONCRETE SLAB ANCHORS MAX. LENGTH OF MFG'D. HOME 34• 42' 50' 59' 68' MINIMUM NO. OF 4 S 6 7 1 8 SIOE TIE -DOWNS 11-10-97 12:02 PACIFIC CONSULTING ENGINEERS ID=9165646029 V CROSS DRIVE TIE -DOWN END TIE—DOWN CHASSIS #406 PIER BOLT—IDN TOP .0 :1 �:•; MM I SIDE TIE—DOWN I 10 STEEL #608 SPLIT STRAP P.06 BOLT & NUT #607 CROSS DRIVE ANCHOR #616 STABLIZER PLATE GROUND LINE DETAIL "A" 1. INSTALL CROSS DRIVE ANCHORS INTO SOIL AS SHOWN. TYPICAL CROSS DRIVE) 2. ATTACH STRAPS TOC ASSTS BEAM IN MANNER SHOWN. WITH STABILIZER PLATE 3. INSERT STRAP THROU H SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN MT UNTIL STRAP IS SNUG. !CONTRACTORS WARN NG: CHECK FIRST FOR UNDERGROUND UTILITIES. CROSS DRIVE ANCHORS RE USED WHERE HARD OR ROCKY SOIL OCCURES. IF THE GROUND SURFACE 1S OTHER THAN' ROCK OR MINIMUM 2" ASPHALT, INSTALL k616 STABILIZER PLATE. (STABILIZER PLATES MAY BE PREWELDED TO #607 CROSS DRIVEANCHOR) OR INSTALL 12 x12"x12" CONCRETE BLOCK. IF A CROSS DRIVE IS U 0 WHERE AN AUGER COULD BE USED (IN LOAMY TYPE SOIL), THEN TWO CROSS DRIVES MUST BE INSTALLED PRO ERLY IN PLACE OF THE ONE TIE—DOWN. BOTH CROSS DRIVES MUST BE STABILIZED AS SHOWN IN DETAIL -N% E PAGE #1, GENERAL NOTE #4. r••r•••�••w ••r��•w•1��•�� w••w••w••w••w•�1/•••w••w••w•w••w••w••w••w••w ••�••^I••w••w••w••w••w�1�•• CONCRETE TIE -DOWN INSTALLATION SIDE TIE—DOWN . INSTRUCTIONS END TIE—DOWN CHASSIS #604 DRY 406 PIER -'�P o'' ° 1. CONCRETE MUST BE A MINIMUM OF 3 1/2" OLT—ON TOP THICK AND IN GOOD CONDITION. .;.p . 2. MINIMUM SLAB AREA OF EACH ANCHOR IS 28 ' #606 STEEL SQUARE FEET. I STRAP 3. DRILL PROPER SIZE HOLE IN SLAB, A MINIMUM •: OF 12" FROM ANY EDGE. #s•ia:t_' :��. ..: ::' .: #615 WET 1. PLACE CONCRETE ANCHOR INTO WET CONCRETE. 2. ALLOW CONCRETE TO PROPERLY DRY. µ•ye`: CHASSIS CO NNECTIQN— .rr� - '' `� 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 2. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF m EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. O 11-16-97 12:03 PACIFIC CONSULTING ENGINEERS ID=9165646029 P.07 SIDE TIE -DOWN END TIE -DOWN #406 PIER BOLT -ON TOP:.r • M I #614STL.STRAP �6 1.4'1 SEE DETAIL `A" (TYPICAL) TIE -DOWN SPLIT BOLT "I" BEAM CHASSIS & NUT --. SEE T BEAM CHASSIS GROUND UNE ,s"�.: • NOTE #5, SHT. 1 FOR �11 ;.p TIE -DOWN INFORMATION #606 STEEL STRAP �ILL 9/16" HOLE AT Ii D HEIGHT OF BEAM, _Il STALL 1/2- A307 i B LT �-- :HASS1 "RFC" BEAM CHASSIS SEE "P' BEAM CHASSIS SEE I' BEAM CHASSIS NOTE #5, SHT. 1 FORI NOTE #5, SHT. t FOR TIE -DOWN INFORMATION TIE -DOWN INFORMATION INSTALL G INTO GRC OF o .. f D 0 1 CERTIFY THAT I W I HAVE MADE NO COMPANY NAME:-, W DATEL-------- f / O #616 T.O.A. STABILIZER PLATE NOTE: VERTICAL OR ANGULAR INSTALLATION IS OPTIONAL -ju--10'r-- DETAIL "A'' (TYPICAL) INSTALLATION INSTRUCTIONS 1. INSTALL ANCHORS INTO SOIL APPLYING CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE. UNTILL HEAD IS FLUSH WITH STABILIZER PLATE. ANCHORS SHOULD BE INSTALLED BELOW FROST LINE. 2. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 3. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. CONTRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES. O % or, 7 ANCHOR PLACE STABILIZER PLATE FINISH TURNING ANCHOR LEAVING NEXT TO SHAFT BETWEEN -'•li": PERMIT NO. MH PERMIT EXPIRES OWNER qTA/Uy HTiqTnN CONTR. ASSESSOR PARCEL 72-08-17 LOCATION 1427 Mt ' Ida Rd, nRnui 11 P t @ Old Olive HWy Do s I r OFFICE COPY , Address GASCAM Temp. Power Pi Meter Byate �_ ELECTRIC Celled PG& Meter By DaRe�?' Temp. Elec. Service Called PG&E Temp. Gas Service ' f Called PG&E . JOB FINALED (Date) Signature 0 = OK 0=Not OK Not ReadiYable /M031LE `HOMES 'MISCELLANEOUS Date MOBJL1 HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements .,pequirefnents-Setbacks-Easements of , Special MH Su port -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel wer; Loc - es Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails A4Wat_eg-,tf6`cation-Test-Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing . ectricity; Location-Clearances-Grnd.-/WAmp-Concrete Gas; L ion-Test-Wra / /"L"ft. / at. or/ /"L"ft,SLPG ! 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors tility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses i 9. Siding; Nailing -Veneer -Stucco -Mesh Card=131„ Card -131 Dat rd -131 Date Da Card -61 Date 1-. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date LE E TALLATIpN (Plans) OK except #'s . Zo ' -g Requirements -Setbacks -Easements Card -Bt Date Card -B1 Date ings; Size -Spacing -Marriage Line ) Card -B1 Date Card -B1 Date G_ ; MH Test -Demand -Valve -Connector I ctricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s r in; MH Test -Fall -Flex Connector F 1. Setbacks -Easements er; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability W er and Sewer Connected -C/0 to Grade -HD Approval 3. Pool Structure; Steel-Connections-Thickness- teel-Connections-Thickness- Dead Men -Lining &.14" . Cys and Electricity Tagged s; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI Cert. of Occupancy 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.;Ground ing; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit Card -B1 Dat ��i^ Card -B1 Date Card -131 Date Card -81 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -131 Date Card -B1 Date Card -131 Date = OK 0 = Not OK - =Not Applicable RESIDENTIAL- (Single and Duplex) Applicable ' =Not Ready „ Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 44. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 45. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 46. Fireplace Ties or Type A Flue -Fireplace Throat 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 47. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 48. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 49. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 50. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 51. Ext. Doors -One T -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 53. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 54. Siding -Nailing Veneer 12. Electric; Underground 55. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 56. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 57. Shear Walls; Nailing -Bolts 15. Insulation 58. Insulation-Walls-Clg. 59. Infiltration-Walls-Wndws Card -131 Date Card -131 Date Card -B1 Date Card -131 Date Card -131 Date Card -B1 Date Card -B1 Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 60. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 61. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 62. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 63. Bedroom Exiting 64. G.F.I. & Bath Fixtures & Tub Access -Spa 65. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -B1 Date Card -131 Date 66. Stairs &Rails Card -B1 Date Card -131 Date 67. Fireplace or Stove; Clearances -Hearth Date ELECTRICAL (Permit) OK except #'s 68. Elec. Outlets at Wood Panel; Int. & Ext. 22. Fixture & Transformer Clearance -Ins. Protection 69. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Elec. Outlets & Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors -Stapled 71. Garage Fire Door; Swing -Landing -Closer 25. Romex Installed Close to Edge of Studs & C.J. 72. A.C. Duct in Garage -Damper. 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 73. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 27. 2 Appliance Circuits in Kitchen & Conductor Size 74. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 75. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 76. Insulation -Foam -Looked in Attic ❑ Yes 77. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 78. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 79. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 80. Stucco; Brown -Finish Card -131 Date Card -B1 Date 81. A.C. Unit; Disconnect, Electrical, Plumbing Card -B1 Date Card -131 Date 82. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 83. Water Well; Disconnect, Electrical, Plumbing 33. A.C. Ducts Insulation & Support 84. Exterior Elec. Trim; G.F.I. Receptacle -Underground 34. Vent Fan; Exhaust above insulation 85. Ventilation throughout House 35. Condensate Drain & Overflow; Size & Grade 86. Glass Protection 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Corrections from Previous Inpections 37. Attic Access & Platform if Furnace in Attic 88. Gas Test -Meters Tagged; Gas -Electric 89. Water & Sewer Connected -C/O to Grade -HD Approval 90. Energy Compliance Certificate -Other Certificates Card -B1 Date Card -81 Date Card -131 Date Card -131 Date Card -131 Date Card -131 Date Date FRAMING (Plans) OK except #'s Card -81 Date Card -131 Date 38. Sills, Proper Material & Anchors Card -B1 Date Card -B1 Date 39. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 40. Bearing Walls over Girders & Floor Nailing 41. Draft Stop in Walls (rat proof) 42. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 43. Header & Beam -Size & Bearina (NOTE: An entry must be made each time You visit iob site) MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA — 534-4541 PERMIT N0. Address or location of mobilehome�'` Owner's name Owner's address Insignia or hud number Manufacturer's name Serial number of V.I.N. Year of manufacture a (Official Approving Installation) (Dote) IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. 5138 White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER IT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. "A►►.�!�!:�' .� _...>}<<L1%f_ moi_ WN L �u� I G M1111.�11 N - J Inspector Date— 16 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 ' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE .172 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector - -'� y^G�v� Date �l ' _ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE k/ OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector �� Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS OZMIT NO. / 7 County Center Drive - Oroville, Colifornia.95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSES SO PARCEL NUMBER ZONIN 1 rp BUILDING PERMIT owNERTELEPHOy� r SQ. FT. OCC. BUILDING VALUATION OWNER'S M ILING 55 3 CONTRACTOR'S N AME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ ,.:19..90 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ l� Energy Plan Checking Fee $ , ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING DDRESS Permit fee PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] MobilehomOther SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home 10.00 ea 6)• 00 TYPE OF WORK New ❑ Additions❑] A- RL`em�odeRemodel[]Utilities,Q Installation❑ Other ❑ Describe work: MEG�� AP- nd J I,-+ _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 , 00 Main service EA. ADD'L 100 AMP 2.50 -� 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 1, 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) ❑ 1, as the owner, am exclusively contracting with licensed contract- ontract- ors. ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. ) , h2sq ft NEW CONSTR ULTC OUT LET NON-RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS e SINGLE OUTLET CIR. ) / Ex. OCCUp\OUTLETS OR FIXTURES 20B50S 5ALO30 FIXED APPLNS..OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 F. Permit Fee $ 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. I 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 subjectmtt to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling d 3.00 rVentilation 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 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 liabilities, judgments, costs, and expenses which may in any way accrue against said Coun y in c nseque a of the granting of this permit. X Date V^!1 _Si % Signature of App Ic — Owner❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures oveG3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occuP. CONST.TTPC FLOOD PARCE PD Ho ISSUE This permit is hereby issued under sions of the Butte County. Code and/or work indicated above for which fees 1 CTOR OF PUBLIC BY PERMI E) IBES Date the applicable provi- resolutions to do have been paid. WORKS DAate RU 7 7 20 6+ Receipt No. O �WNIT!-D. P. W., TELLO W-A9D C9 SOR, PINK -INSPECTOR. GOLDENROD -APPLICANT r u .r+ -lr�. r +i.. -'f . t,, •,._. �., 3 , M1 ,: r ... c...... v':`4 F"' - -��, i _�;,r,� t lsv. 7... f ��r.; .r � . "�` +, , � ;1 ` `: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING D'IUISryION A i 7 COUNTY CENTER DRIVE - OROVILLVA-A61T_Q iNIA 95965 - TELEPHONE: 916/538-754 k PERMIT APPLICATION DATA SHEET Permit No. -7b OWNER A., /) Proposed Building Use �� G� Building Inspector ) / Date _h6'//-, At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . — 2. Plot plans in duplicate/triplicate, signed by preparer of plans, , 3. Complete plans in duplicate/triplicate, signed by preparer of plans, 4. Complete engineered plans and calcs, with wet signature on plans. _ 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District ''Fees Paid'' Stamp on Floor Plan. t 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . s, 9. Letter of signature a tho�i-�r a�tion. 10. Sanitation approval from[ AILZ �j HeaIth"Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's,Compensation Insurance. . . . . . 13. Contractor's Li'Cense Information (no., name style, classif.) _14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) _.___..._15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . .f . . . �99- Pre-Inspection for '00, Required- Pre-Inspec. request to (Dote) p --- -- --- q Building Inspector Recorded copy of Agricultural Acknowledgment Statement. �i Driveway Permit. d Z� 20. Plot plan approval from city of _ 21. — — — 22. — -- ' When, you issue the permit, process as follows: —M/+1 to -owner, —Mai l to contractor. ` .� Telephone and hold for pickuo"�1Z/office, Deliver w/inspector. Other C41eA,4a, 4,�<- 7 Applica 44 "10 Date 7- TT Copy of plans sent Health Dept.; Fire Dept., Other Date The following data must be submitted pri 1. Index permit for above items No. - 2. Additional items require -/7• '?7 to permit issuance: (Circle new item not checked above). 42.56-(,'z/ Contractor, designer, owner, was advised of above required data by_phone---nail—counter by Contractor, designer, owner,was advised c? above required data by—phone _mail—counter by Plans checked by 69P DatePlans approved by Sets'of plans on hold in File cabinet "XP folder Copy—DPW 9 — date— date _ Date TO Buildinv Department FROM: Environmental Health SUBJECT: Sanitation Clearance 7.._._ -___ water Lo ca on AP# Plan Approved for: Sewage Disposal Hold final for'.- Final or:Final clearance O.K. for: Clearance for bedroom mobile home. Other NOTE * * * Sanitarian Water Supply Water Supply Water Supply Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT NOT COMPARED WITH FOR RESIDENTIAL DEVELOPMENT ` ORIGINAL DOCUMENT If Section 26-8.1 of the Butte County Code requires this acknow ledement..` v FICIA Rr OROS COUNTY be recorded prior to issuance of a building permit. 87!r30127 The property described herein is adjacent to land. or included within an area zoned for agricultural purposes, and residents of this tib? AUR -120 IN•,t'.1` 61 property may be subject to inconveniences or discomfort arising from (�(' RR yffi the use of agricultural chemicals, including, but not limited to herbiciA�;A%dtq�`, and fertilizers; and from the pursuit of agricultural operations incluiii .S .. .- ., " r L ( 0 ORMtFEEim t d to cultivation,. plowing, spraying, pruning, and harvesting which occasionally•genera"te dust, smoke, noise,.and odor. Butte County has established agricultural zones which have as a priority, use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, as follows: 7L :?11 .% Nu ro6e-r D '7 a ._ G g -_ 6.--. p% 7_ 6 Set- a4mc he4 Date: f_ I `I State of CA Lk6wpr ) _ I ) SS. County ofU\lC ) On this me, the 'd PROPERTY OWNERS: - deacril)q C the 1151 day of `—c1. undersigned Notary Public, 198 , personally appeared QLU Lk MC1uk before �®� Personally known to me. / / Proved to. me on the basis m A(ELL�Y.I.REES0�9Mg.? of satisfactory evidence. M NOTARY PUBLIC -CALIFORNIA a o be the person(s) whose hame(s) �� subscribed to ® Butte County mcthe within instrument and acknowled ed that l ® My Commission Expires March 5, 1990 g i\,c>`� ® �dxecuted the same for the purposes therein contained. AN WITNESS WHEREOF, I hereunto set my hand and official seal. ,Present A.P. No. _ nr 1 W Ir W Y W J CL a N 1 M STATE OF CALIFORNIA COUNTY OF �l.(.W On this. day of_[( County, personally appeared Nota u lic } ss. (INDIVIDUAL) -before me, the u6dersigned, a Notary Public in and for said personally known to me, or proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) i'ss//are subscribed to the within instrument, and acknowledged to me that —, executed the same. Witness my hand and official seal. USMOMMMIMMME0MEMO DOE �' KELLY J. REEGON— e NOTARY PUBLIC -CALIFORNIA Butte County Bi My Commission Expires March 5,1990 N a 3403 (R6/82)1 Name (Typed or Printed t�®®tAfdP3D®6aGC3IM-:ypd®®Ma0aa0a (This area for official notarial seal) DESCRIPTION EXHIBIT "A" AM that certain real property situate in the County of Butte, State of California, described as follows: A portion, of Lot 164, as shown on that certain map entitled, "OROVILLE-WYANDOTTE ` FRUIT LANDS UNIT NO. 5", which map was filed in the office of the Recorder of the County of Butte, State of California, July 20, 1928 in Book 8 of Maps, at pages 37A and 38A, and being more particularly described as follows: Beginning at the Northeast corner of said Lot 164, said point being a point in the East line of Section 19, Township 19 North, Range 5 East, M.D.B. & M., and as shown on said map of Oroville-Wyandotte Fruit Lands Unit No. 5, from which point the Northeast corner of said %ection 19, bears North 0° 13' East, 146.10 feet; thence along said Section line, South 0 13' West, 105.36 feet, more or less to its intersection with the centerline of Wyandotte -LaPorte Road; thence along said Road centerbine, South 36 34' West, 577.39 feet; bhence leaving said Road centerline Nath 37 11' West 197.26 feet; thence North 06 55' 00" East, 118.31 feet to the true poigt of beginning, for this description; thence °from said true point of beginning North 06 55' 00" East, 47.00 feet; thence North 08 40' 00" East,. 123.36 feet; thence South 57° 25' 34" East, 299.61 febet to a point in the Westerly line of the Wyandotte -LaPorte Road; thence Soutti 36 34' 00" West along said Westerly line, a distance of 190.00 feet; thence North 48° 22' 45" West, 218.76 feet to the true point of beginning. EXCEPTING THEREFROM that portion thereof, described as follows: Beginning at the Northeast corner of said Lot 164, said point being a point in the East line of Section 19, Township 19 North, Range 5 East, M.D.B. Er M., as shcam on said Map of Oroville-Wyandotte Fruit LandsUnitNo. 5, from which point the Nhcwnort)est corner of said Section 19 bears North 0 13' East, 146.10 feet; thence along said Section line, South 0 13' West, 105.36 feet, more a less, to Is intersection with said th 341 West, centerline of Wyandotte -LaPorte bheneeleav ng saidhence ro d eente linea North 37Iroad ceteriine, 111 South 36 97.26 feet; thence North 06 55' 00" East, 118.31 feet to the true point og beginning for this descriptia..t; thence from said true point of beginning, North 96 55' 00" East, 47.00 feet; thence North 080 40' 00" East, 45.13 feet; thence South 53° 26' East, 262.28 fe&t to a point in the Northwesterly line of the Wyandotte -LaPorte Road; tlbenee South 36 34' West along said Northwesterly Hne, 100.00 feet; thence North 48 22' 45" West, 218.76 feet to the true point of beginning. END OF COCUMENT M 0 R N CA N a r , v COUNTY OF BUTTE - Department.of Public Works 7 County Center Drive,,Oroville.,_CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature, Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will. be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) �. 2. I (have/have not) S signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4.. I plan to provide portions of this.work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work'but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work r igned : Property Owner Social Security Number U..: Date IiF -17- 8 7 NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. AP # OWNER PERMTT MH UTIL.CLEARANCE DATE INSPECTOR ELECTRIC GAS Support Struc. Compaction Test Re . Service iize Other Load -- Type Pipe Siz Len th YES NO YES NO ,. COUNTY OF BUTTE - DEPARTMENIr OF PUBLIC WORKS 7 County Center Drive - Oroville, Celifornia.95965 - Telephone: 916/538-7541 APPLICATION A1.ND P,,ERMIT ASSE$3OR PAR`fy�NU% R /J ZONING 17 BUILDING PERMIT OWN t i�m V NUA 6 n. TI�LEPHO E SQ. FT. OCC. BUILDING VALUATION OW ER'S MAILING D ESS a v& r v CON" jS NAM � � TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 6761 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ �( BUILDING ADDRESS /U9 O"''/ Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 r (L Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF [_1 Duplex[] MobilehomeW Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 1 10.00 ea' TYPE OF WORK New ❑ Addition [:],Remo el ❑ tili i sem�❑y� Inst Ilation� Other ❑ Describe work:* i Ts Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 1 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check.one): I am licensed under provisions of Chapt. 9, Div. 3 of the Buslnes$ and Professions L Code and my license is in full force and effect. License No. 4 n „{i'V VZ Classification El 1, 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 .� CONST. DWELLING OCCUP OR AODNS. ACC. BLDGS. , /20sgft NEW CONSTRMULTI-OUTLET NON.RESID BRANCH CIRC ITS 2,50 ea (POWER APPARATUS e\ SINGLE OUTLET CIR. EX. Occup(OUTLETS OR FIXTURES 20150t e ALO 30 FIXED APLINIS Ex. OCCup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor 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 of Consent to Self -Insure. I 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 pernit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 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. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expVses which may in any way accrue against said County in consequence of IhWlgranting of this permit. .9 -7-�� �� X 1 � Date 7_ B .� ? Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occuP. CONST.TYPE I FLOOD PARCEL PD I ND I ISSUE This per it is herebyissued under sions t e Butte Cunty. Code and/or work ind' to abov for which fees C OR OF PUBLIC By PERMIT EXPIRES Date thea applicable rovi- resolutions to do have been paid. WORKS Date 5;&- ;& -Receipt R ece I ptNo. WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT y- CQ0NTY OF BUTTE - DEPARTMENT PUBLIC WORKS - BUILDING DIVISION / k� � rCOUNTY CENTER DRIVE onovu ~dAU�d0wiAos96o TELEPHONE: 916/538-7541 / PERMIT APP1 |C&T� SHEET ` __ Pe OWNER //4"5 /0 A. P. N o. At timepermit application, | was advised the following data must be submitted prior to permit processing and /or uonoe: DATE RECEIVED APPROVED ' All items have been oubmitted. . , , . , , , , . , , --------__-- ' ~2, Plot plans in dup|ioote/trip|ioata, signed by pnuporer of plans. , ---_-- 3, Complete plans in duplioate/trip|ioate, signed by preparor of plans. ------ 4. Complete engineered plans and oo|on. with *et signature on plans. ---_-- 5. Plans with Energy Design Compliance Statemant, , . , . , ------ 8. School District "Fees Puid^ Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. �----- 8. F000 of $ . . . ^ . _ . , . �----_ 9. Letter of signature authorization. ' . , , . . . , . , 10. Sanitation approval from Health- Dept. 11. P|anning upprnva| for (A) Use: ___-___'(B) Parking:— . 12, Certificate nfWorkmen's Compensation Insurance . , , . , . 13. Contractor's License Information (no., name oty|o` o|auoit) ' _14. Owner -Builder Verification (Given to mwnor| |. Mail to mwnarR) 16. Improvements may be roquirod. . . . . , . . . _ . . __--_16, Mobi|ohomn Installation Data. . . . . . . . . , . . . ' 17. �a-|na�mhon�m �t Requi��' p�/�p�."��""'`" m"*) ------ ----'-- — - -- Building = p°c'~ . ------18. Recorded copy of Agricultural Acknowledgment Statement. ` __10. Driveway Permit.___� _____20. Plot plan approval from city of -----_21. ------22, issue the,s follows: _____Mai| _____Mai( iocontractor- Te |ephone/u and hold for pickup offico.-----'De|ivnr w/�nspoc1or. Other Copy of plans sent Heu|\h Dept., Fi/e Oop1 Other Date The following data must be submitted prior to permit issuance: (Circle now item not checked above). 1. Index permit for above items No. 2. Additional items required: � Contractor, uex/qne,, vwoe,, was advised mabove required data uv—phone ---ma//—counter by— date cvo/motv,, ues/ene,, vwne,, was advised c! above ,enu/,eu data uv—phone —ma //—counter by— date Plans checked by Sets of plans on hold in Copy -DPW ' �� Date -------__'_-Plans approved File cabinet --__-AP folder � n 0 dql 7A.-O'F - 17 NbTE.--All'Materials & Workmanship Shall Be trf Accordance with Recognized Good Practices anon of a quality prescribed for the Specified use in the Uniform Building, Plumbing & Mechanical Codes and the National Electrical Code. BUrt-f E COU N i i This set of plans and specifications MUST 60 s° kept on the io6 at 0 tirnes and Lt FIs 'unla,.,!f!al +n ' ! i T' i r make any changes or alterations on same without written permission from the Department of Pub- lic Works, County of Butte. �D 4c 7' l 7 (l" A #Xetback of 5 ft. fr`oniw 3 f1^ property lines and a setback b j- Z j J of 50ft. from the road � centerline shall be clear of u structures or equipment except for a 2 ft. eave overhang. p ' is F .tS:.! 0 II BEAR' II.U.zD. LA5ELS J \ 'X_� ba W-itnin the rear half of;._r1 :� o.;.t,e .L�; mobilchorne. S EP�� BUrt-f E COU N i i This set of plans and specifications MUST 60 s° kept on the io6 at 0 tirnes and Lt FIs 'unla,.,!f!al +n ' ! i T' i r make any changes or alterations on same without written permission from the Department of Pub- lic Works, County of Butte. 1. Owner's Name: 2. Installer's Name: BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 538-7541 MOBILEHOME INSTALLATION SHEET j ./A'0 1/-14 )C L 3. Is the site currently under permit? (If yes, furnish permit number Is the site an existing site? Yes F1 No F] ) OR Yes No (If yes, furnish two 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 5. What is the mobilehome electrical rating? --------------- 6. What is the mobilehome site service rating? ------------- 7. What is the mobilehome site circuit breaker rating? ----- 8 Is there any other electric load to be served by the .1400 Amps Amps U Amps a -mobilehome site service? -------------------------------- Yes No (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? ---"--------- 3/y (in.) FVJ 10. What is the type of .gas service? ------------------- Natural LPG 11. What is.the gas pipe length -from meter or tank to the S mobilehome?--------------------------------------------- - (ft.). 12. What is the mobilehome gas demand? ----------------------- (BTU) *(This information not required if pipe length less than 6�ft. on natural gas or less than 50 ft. on LPG,.) a 6��.� �c6-�,� t �� .. p °✓ i J) , v MOBILEHOME.. SUEPORT DATA �s If other than single wide, Mobilehome Mfr. 0 ,�!" s/'a P - Y__ furnish Setup Model No. Width 0 4C�- (ft.) Box Length S';_ (ft.) Tagalong or Expando Size lk r Year ft, x 1- — ft. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check one)I SUPPORTS (check one)1. Wood -pressure treated or foundation grade. 1-1 2. Concrete block. 2. Other (specify) Pier Footing Sizes and Locations SiNCi.E-WIDE " Main Beams Lille — — — � Main Beams — — — — — — — Tag or Triple —. — — — — — — — — ---- -_ _j!Line 4 Line 1 Line 1 Pie re: Size-Min.------------ Spacing-Max.-"------- Fr-n Ends -Max. ------- 1'icre: S2 Slze-Min.------------ SpacJng-Max---------- 7 From Ends -Max.------- ' Line '1 w,ot lauds: MULTI -WIDE Line I Line 2 Line 1 Openings: Other (specify) Size -Min. ------------------ nx u Each Side of Openings With Width Over --------- Line 3 Piers: (Under Bearing Wall Only) Size -Min ------------------- x 'Sp.icing-Max.--------------- From Ends -Max .------- ----- _ n Size. -Min. ------------ "x "x "x "x "x "x "x .. Location (From Front) Llnc 4 PLere: Line S Piers: (Under Bearing Walls Only) Siz..•-Min-------------- Size -Min .------------------ .� x spaciug-Max---------- .� Spacing -Max .--------------- From Ends -Max.------- From Ends -Max.------------- WA Linc 5 Koof Loads: Size -Min.------------ — -- — ..x x x x x L location (From Front) P`,0 F 0 R PORCH ROOF BEAM MARK HORN MT. IDA ROAD OROVILLE, CA Oo `n' GLEN QUIGLEY 152 WESTELLE DRIVE OROVILLE, CA 95965 RAPS1.O f wo 6p H 05 -IV ) 3u N E- WUNI APPROv 3/2s/06 F L T• ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 S T R U C T U R A L C A L C U -L A T I 0 N S F 0 R PORCH ROOF BEAM MARK HORN MT. IDA ROAD OROVILLE, CA Oo `n' GLEN QUIGLEY 152 WESTELLE DRIVE OROVILLE, CA 95965 RAPS1.O f wo 6p H 05 -IV ) 3u N E- WUNI APPROv 3/2s/06 F L T• ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 ti CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE. CALIFORNIA 95969 PROJECT: BY: T DATE: !� O� SHEET No. / OF / CHECKED BY: ,..,pDATE: JOB No. SUBJECT: 'eCa lx> /s Q,�ot,�lLGE- 3d'9 , /'� Z'042 �P7 /foo 213 /� g /vP /ti2 APPROVED R C E 32434 OF ESSIO�. Reg. Expires ��`�� �`� L t 12-31-2006 W No. 324 a � . �9 clo, TF OF CALF_ TRUSS SCHEDULE Tails Project: HORN County:'177:". Contractor: Endeavor Homes Date: May 20 'a RcVV wcv,MP Plan: 24 x 32 GARAGE Snow: o� Drawn By: MT Tail Cut: Plumb - " ©opo Project: HORN County:'177:". Contractor: Endeavor Homes Date: May 20 'a RcVV wcv,MP Plan: 24 x 32 GARAGE Snow: o� Drawn By: MT Tail Cut: Plumb HOKN GAKA GE Ida MiTek® MiTek Industries, Inca 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 9161676-1900 Re: 24 x 32 312 Fax 9161676-1909 HORN The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: RI 6667321 thru R16667324 My license renewal date for the state of California is June 30, 2007. VppFESS/� �AA,'- '� " C 17180 �� ; * EXP. 06/30/07 * SI CIVIL �P OFCAOWSV May 26,2005 Anderson, Bob The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. Job Truss Truss Type Qty Ply HORN I/def! L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 R1666732 24 X 32 312 Al FINK 2 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.02 Job Reference o tional or Homes, Oroville, CA 95965 6.1 uu s Sep 17 2004 MiTek Industries, Inc. Thu May 26 09:06:30 2005 Page 1 -2.0.0 ' 12-0.0 24-0-0 28-0-0 2-0.0 12.0-0 12.0.0 2-0-0 Scale = 1:45.4 3.00 F12 3x4 = 10 11 30 = 34 33 32 31 30 29 28 27 26 25 2423 22 21 20 30 = 3x4 = 24-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) -0.01 19 n/r 120 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.02 19 n/r 90 BCLL D.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 18 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 105 lb LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1&Btr G OTHERS 2 X 4 DF Std G BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=257/24-0-0, 18=257/24-0-0, 28=78/24-0-0, 27=78/24-0-0, 20=241/24-0-0, 21=26/24-0-0, 22=112/24-0-0, 23=93/24-0-0, 25=99/24-0-0, 26=63/24-D-0, 34=241/24-0-0, 33=26/24-0-0, 32=112/24-0-0, 31=93/24-0-0, '30=99/24-0-0, 29=63/24-0-0 Max Horz2=-13(load case 4) Max Uplift2=-71(load case 3), 18=-73(load case 4), 21=-27(load case 4), 23=-4(load case 4), 25=-2(load case 4), 26=-6(load case 4), 33=-27(load case 3), 31=-4(load case 3), 30=-2(load case 3), 29=-5(load case 3) Max Grav2=257(load case 1), 18=257(load case 1), 28=78(load case 1), 27=78(load case 1), 20=241 (load case 7), 21=26(load case 1), 22=112(load case 7), 23=93(load case 1), 25=100(load case 7), 26=65(load case 7), 34=241(load case 6), 33=26(load case 1), 32=112(load case 6), 31=93(load case 1), 30=100(load case 6), 29=65(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-31/22, 3-4=21/24, 4-5=-8/32,5-6=-12/38, 6-7=-12/45,7-8=-12/52, 8-9=-7/57, 9-10=-13/57, 10-11=-13/57, 11-12=-7/56,12-13=-12151, 13-14=-12/42, 14-15=12/34, 15-16=8/26, 16-17=-21/18, 17-18=-31/22, 18-19=0/24 BOT CHORD 2-34=0/32, 33-34=0/32, 32-33=0/32, 31-32=0/32, 30-31=0/32, 29-30=0/32, 28-29=0/32, 27-28=0/32, 26-27=0/32, 25-26=0/32 , 24-25=0/32, 23-24=0/32, 22-23=0/32, 21-22=0/32, 20-21=0/32, 18-20=0/32 WEBS 9-28=-55/0, 11-27=-55/0, 17-20=-173/25, 16-21=-21/17, 15-22=-79/18, 14-23=-68/18, 13-25=-71/19, 12-26=-49/15, 3-34=-173/25, 4-33=-21/17, 532=-79/18, 6-31=-68/18, 7-30=-71/19, 8-29=-49/15 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead I, and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gat End Detail" 4) All plates are 1.5x4 MT20 unless othervlrise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (%A.(Wg f>'�0gd&Vctlon of 20% has been applied for the green lumber members. May 26,2005 ® WARNING - Vert& design Parameters and READ NOTES ON THIS AND INCLUDED MrTER REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane f0 Design valid for use only with Welt connectors. Thli design is based only upon parameters shown, and 4 for an individual building component. Suite 109 Applicability of design ramenters and proper incorporation of component Citrus Heights, CA, 95610 PP N �9 Pa pr p orpo ponent is responsibility o} building designer -not buss designer. Bracing shown 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 QualBy Criteria, DSB-89 and BCSII Building Component m Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. MiTek Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury _1 3/4*Center plate on joint unless dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property plates to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each 1/g TOP CHORDS ca other. �/9 -► �- 1 C2 JS 3. Place plates on each face of truss at each cq joint and embed fully. Avoid knots and wane y o 0 v O at joint locations. UX: = 4. Unless otherwise noted, locate chord splices a " a at VA panel length (± 6" from adjacent joint.) O • For 4 x 2 orientation, locate ce c7 c6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and in equal to or better than the x perpendicular to slots. Second all respects, dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING ssccl 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required continuous lateral bracing. WISC/DILHR 960022-W, 970036-N NER 561 unless otherwise noted. 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. _ BEARING 14. Do not cut or alter truss member or plate Indicates location of joints at which bearings (supports) occur.a -- without prior approval of a professional engineer. - MiTeko ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply HORN 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 R1666732 24 X 32 312 Al FINK 2 1 " Job Reference (optional) 6.100 s Sep 17 2004 MiTek Industries, Inc. Thu May 26 09:06:30 2005 Page 2 r � LOAD CASE(S) Standard ® WARNING - ver(& design pammeters and READ NOTES ON THIS AND MCLODED Id ITER REFERENCE PAGE em -7473 BEFORE USE. Design valid for use only with M7ek connectors. This design is based any upon parameters shown, and is for an individual building component. 7777 Greenback Lane • Suite 109 Citrus Heights, CA, 95810 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Ell 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, detivery, erection and bracing, consult ANSI/rPII Quality Criteria, DSB-89 and BCSII Building Component A. - Safety Information available from Truss Plate Institute, SB3 UOnofrio Drive, Madison, WI 53719. " Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each , TOP CHORDS other. �/e -► '♦- /g cs cs JS 3. Place plates on each face of truss at each _ o c, joint and embed fully. Avoid knots and wane O V �� 3 O at joint locations. �� = 4. Unless otherwise noted, locate chord splices �, (L" U /, at panel length (± 6" from adjacent joint.) ce C7 CsOH BOTTOM CHORDS 5. Unless otherwise noted, moisture content of •For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge J 1 J8 J7. J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top.chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. _ BEARING R® 14. Do not cut or alter truss member or plate Indicates location of joints at� which bearings (supports) occur. without prior approval of a professional engineer. - MiTeke ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply HORN Plates Increase 1.25 TC 0.24 TCDL 10.0 R16667321 24X32 312 A FINK 15 1 YES WB 0.26 BCDL 10.0 Code UBC97/ANSI95 n/a Job Reference (optional) avor Homes, Oroville, CA 95965 6.100s Sep 172004 MiTek Industries, Inc. Thu May 26 09:06:29 2005 Pagel ' -2.04) s 6.68 12.0.0 17-5-8 24-0-0 26.0-0 2-0-0 6-6.8 5.5-8 5.5.8 668 2-0.0 Scale = 1:45.4 3.00 ri2 4x4 = 4 3x8 = 9 8 3x8 = 3x4 = 5x8 = - 8-4-5 167-11 24.0.0 8-4.5 7-3-5 8.4-5 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.24 TCDL 10.0 Lumber Increase 1.25 BC 0.46 BCLL 0.0 Rep Stress Incr YES WB 0.26 BCDL 10.0 Code UBC97/ANSI95 n/a (Matrix) LUMBER , TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=96510-3-8.6=96510-3-8 DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.13 8-9 >999 360 MT20 220/195 Vert(TL) -0.31 6-8 >919 180 Horz(TL) 0.07 6 n/a n/a Weight: 91 Ib BRACING TOP CHORD Sheathed or 4-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horz2=-13(load case 4) Max Uplift2=-45(load case 3), 6=-45(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-2512/0, 3-4=2224/0, 4-5=-2224/0, 5-6=-2512/0, 6-7=0/24 BOT CHORD 2-9=0/2393.8-9=0/1661,6-8=0/2393 WEBS 3-9=-371/81, 4-9=0/646, 4-8=0/646, 5-8=371181 NOTES 1) Unbalanced roof, live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph Winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 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 not 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. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard h Q�pFESS/0� C 17180 z yt EXP. 06/30/07 s� CIVIL q�OFCAI May 26,2005 ® WARNING - Verffly design parameters and READ NOTES. ON THIS AND INCLUDED WTER REFERENCE PAOE MU -7473 BEFORE USE. 7777 Greenback Lane - • Design valid for use only with Mlek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paramenters 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 responsibiliy, 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 �ekum Safely Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. „ Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *center plate on joint unless dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property plates to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. �/e -► i C2 C3 JS 3. Place plates on each face of truss at each cq joint and embed fully. Avoid knots and wane Ti O �� S U 0 at joint locations. �� = 4. Unless otherwise noted, locate chord-splices �, a " at V. panel length (±.6" from adjacent joint.) O CL ~ ce c7 C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge J 1 J8 J7. J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in.all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top.chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING sacci 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. _ BEARING 14. Do not cut or alter truss member or plate Indicates location of joints at which bearings (supports) occur. without prior approval of a professional engineer. - IUIiTek°7715 177 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 Mitek® Holdings, Inc. Job Truss Truss Type Qty Ply HORN Plates Increase 1.25 TC 0.27 TCDL 10.0 R1666732 24 X 32 312 B MONO TRUSS 1 1 YES WB 0.27 BCDL 10.0 Code UBC97/ANSI95 n/a Job Reference (optional) Endeavor Homes, Oroville, CA 95965 6.100 s Sep 17 2004 MiTek Industries, Inc. Thu May 26 09:06:31 2005 Page 1 � e 5.4-12 10-0-0 54-12 4-7.4 1.5x4 11 Scale = 1:18.4 3 5-412 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.27 TCDL 10.0 Lumber Increase 1.25 BC 0.20 BCLL 0.0 Rep Stress Incr YES WB 0.27 BCDL 10.0 Code UBC97/ANSI95 n/a (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G 3x4 = 47-4 DEFL in (loc) I/deft ud PLATES GRIP Vert(LL) 0.02 1-5 >999 360 MT20 220/195 Vert(TL) -0.05 1-5 >999 180 Horz(TL) 0.01 4 n/a n/a Weight: 38 Ib BRACING TOP CHORD Sheathed or 6-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=350/0-3-8, 4=350/0-3-8 Max Horz 1=87(load case 4) Max Uplift4=-2(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-775/0,2-3=-68/20,3-4=-95/21 BOT CHORD 1-5=0/720, 4-5=0/720 WEBS 2-5=0/214, 2-4=-715/16 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 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 not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Q�pFESS/p\ C 17180 k EXP. 06/30/07 May 26,2005 ® WAPI DWG - 7erj fy design parameters and READ NOTES ON TWS AND INCLUDED 687'&8 REFERENCE PAGE AW -7473 BEFORB USE. 7777 Greenback LaneAIIIIIII • Design void for use only with Welt connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design poramenters 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 responsibilfity, 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/TPI11 Quality Criteria, DSB-89 and BCSII Building Component m Safety Information available from Truss Plate Institute, 5113 D'Onofrio Drive. Madison, WI 53719. „-rek Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 4_� 3/4' *Center plate on joint unless dimensions indicate otherwise. l . Provide copies of this truss design to the Dimensions are in inches. Apply LD building designer, erection supervisor, property plates to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. �/ „_► /8 g cz cs JS 3. Place plates on each face of truss at each Q c, joint and embed fully. Avoid knots and wane O 3 at joint locations. �,� . O U �y = 4. Unless otherwise noted, locate chord splices CL 0 U at 'A panel length (± 6" from adjacent joint.) O • For 4 x 2 orientation, locate ce V C6 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge 11 J8 J7. J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. SOCA 96-31, 96-67 10. Top.chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING sacci 9667,9432A 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. .continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. _ BEARING 14. Do not cut or alter truss member or plate without approval of a Indicates location of joints at which bearings (supports) occur.��a prior professional engineer.k _ MiTe® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply HORN LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud R1666732 24 X 32 312 BF MONO TRUSS 1 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 1-3 >457 180 Job Reference (optional) tnaeavor homes, Urovine, GA ababa 6.100 s Sep 17 2004 MiTek Industries, Inc. Thu May 26 09:06:32 2005 Page 1 10-0-0 10-0-0 1.5x4 II NO TOP CHORD NOTCHING IS ALLOWED 4x5 = WITHIN 24" OF THE HEEL JOINTS. 2 3x4 = 1.5x4 11 Scale = 1:21.2 10-0-0 10.0-0 Plate Offsets KY): [1:0-3-8,Edge), [3:Edge,0-1-8) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.12 1-3 >981 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.25 1-3 >457 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 50 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF No.1&Btr OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 1=350/0-3-8.3=350/0-3-8 Max Horz1=87(load case 4) Max Uplift3=-2(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-267/0,2-3=-234/55 BOT CHORD 1-3=0/219 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 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 not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) 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" 3) Gable studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard QRpFESS/pay„ _ "Y Q`��.,c C• ANn,. F r""C17180 * EXP. 06/30/07 k CIVIL �P FC May 26,2005 ® WARNING - Ver(/y design Parameters and READ NOTES ON THIS AND D7CUMED MITER REFERENCE PAGE ND -7473 BEFORE USE. 7777 Greenback Lane m Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design pordmeniers and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95810 is fcr 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 fatxication, quality control storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI1 Building Component �ekm Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Mod'aon, WI 53719. Symbols PLATE LOCATION AND ORIENTATION `Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. ror 4 x L onenTaTion, locale plates 1 /8" from outside edge of truss and vertical web. 'This symbol indicates the required direction of slots in connector plates. PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING - Indicates, location of required continuous lateral bracing. 'r BEARING Indicates location of joints at which bearings (supports) occur. 0 O U CL O Numbering System J2 J3 J4 TOP CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 96-67 ICBG 3907, 4922 SBCCI 9667,9432A WISC/DILHR 960022-W, 970036-N Nw NER -.-561- MO � MiTek° MiTek Engineering Reference Sheet: MII-7473 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. O = 4. Unless otherwise noted, locate chord splices U at 1A panel length (± 6" from adjacent joint.) O ' 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and / or load transferring -' 'connections to trusses are the responsibility of .others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. _ 15. Care should be exercised in handling, erection and installation of trusses. © 1993 MiTek® Holdings, Inc. TO: Buii'ding Department FROM: Environmental Health SUBJECT: Sanitation Clearance zar�o ?a7wner Plan Approved for: Sewage Disposaf"';Z) Clearance for dwelling. Other a* Location _ Water Supply: Public E.M. USE CAit V 'Blot Stan Attachod Raw Man Attachad San to S.D. ! Private Well 0 � A Hold final for: Final clearance O.K. for: NOTE: D� nvironmentai Healt Specialist Date 8/96 AW CDF FIRE SAFE REQUIREMENTS APO 072-008-017 PERMIT # 05-1451 • NAMEHon . Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Drivewav Standards [X]; Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X]' Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1. Gate entrances shall be at least two feet wider than the roadway they serve. 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. 0 C D F N T S I Setback for Structure Defensible Space IN Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. 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. [XJ 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See °Other Requirements below. [XJ 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. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ J If Building Setback is 15 to 30 Feet: ✓ Class A or B roof ✓ Enclosed eaves ,[XJ If Buildinq Setback is Less Than 15 Feet= ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: o Metal or no doors on side toward property line with insufficient setback ❑ 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 list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials [J 06/15/05 Date Darren Read Signature C D F It u R E Q U I R E M E N T S Cowl* AC'Tm 4 6LA SEA, Wore, Z C#vc CA APPROVED R,itte County .L- 2 4 A 5,2 15 opt IA hg #0 1!4 FILE COPY 0 - Mom 0 m 0 -M 011 This set of plans and specifications MUST be ;P. and it is unlawful to kept on the job at all timesout M .4 make RT)v changes or alterations on same with bkom the Department Of Public Wokks, G(.,)J-atY'-0f Butte. mGTF,: All Materials & Workmanship Shall Be In Recognized Good Practices and Accordance with of a Quality Prescribed for the Specified use in the Uniform Building, Plumbing & Mechanical Codes and the National Electrical Code - #0 1!4 FILE COPY 0 - SITE PLAN . ....... ............. .................... ...... ............ ...... ............ ...... 7 ------------ ...... 7 ------------ -------------------- ...... 7 ------------ 7 ------------ ...... 7 ..... 7 ............. 7 ------------ ...... 7 ............. 7 ------------ ...... 7 ........... -7 .. . ....... .. . .......... .................... ...... ............ ...... 7 ............ .................... ................... ........................................... .................... ............ ...... .......... ..................... .................... ................................... ..................... ..................... ...... ............. .......................... ............. ..... ...... ...... ...... ...... I ..... .................................................................. . .................. . ...... .............. ...... ...... .......... ............ ...... ...... .. 4 ...... ...... ..... Z ...... ..... ................. .......................... ................... ............. ..... ...... ...... : ..... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ............. BVILONG-PLAN ............ ................... ...... ...... ..... ...... .................... ..................... ..................... ...... ................................ P" ............. ...... ...... ..... ........... .......................... ------- ....... V. Lodsce - ----------------- ............ ............... ...... ...... ...... •...... ...... •...... •............. •...... •...... ..... ...... ...... ............. ............. ...... 7 ................................. 1�7 .:.r..�....e_... ------------------ ...... ............ ............. ...... ...... ............. ...... ...... ...... ..... ............ ...... ......... ... Z ... ...... 7 ..... . ......... ........ ... ...... ..... ...... ...... ..... ------ ...... .............. ...... ...... ...... ...... ...... ...... ...... ...... ...... ------ ...... ------ ............ ...... ............. ...... ...... ...... ?q6, ..... : ...... L--j . . . . . . ... ...... ...... ................ ... .......... .... ..... ...... L ...... ...... ............. ................... ............. ....... ............. ....... ..................... ...... ...... ..... ...... ...... ...... ...... ..... ...... .............. ................................. ........... ............ ...... ...... ............ ...... ..... ............. ...... ...... ...... ............ ...... ...... ....... ...... ............ ...... ..... .. ...... .............. ...... ...... ...... ..... .............. ..... ftp V.7 ..... ...... ...... . ..... .. ........ ...... ............. . ... ..... .. ...... ...... .... . .......... . ............ ................... ..... ...... ............ ..................... ..................... ..... ............ ...... •i• ...... ....... QL ..... ... ...... ...... ...... ....................... zN: ... ...... .... ...... .... ...... ...... ...... oo ........... >r ......\..._............. ............. . ...... ............ ...... ........ ......... . ..... z ...... ...... VI .......... .. . ..... ; ----- . ..... ...... ..... .. .. ... .................. . ............. ..... .. .............. ..... ...... OCE, .............................. ............ ................... ................... .......................................... ...... ........ ....... ...... ...... ...... ............... . .......... ...... ............. .................... .......... ...... .......... :o: LI. ............. ............. ............. ..... ............. ...... . . • .... ...... .. ... ...... ............. ...... ...... -b. 10 .... ................ ....... ......... ............ .......... : ..... ...... ...... ...... ...... ..... ...... . .. .... ...... ...... ..... ..... ...• ...... ...... ...... ..... : ;e� .... : ...... ..... N: ...... APPROVED- . . . . . . . . . . ........... ;..A; ..... z ...... ............. ....... .................. •............. ...... ............. ....... . -N ...............- , . . . . . . . ...... ......... ........... er :'\ : . ! .... ..... ...... ........... ................. . .......... ............................. ...... E �Iro I ........... ...... ...... ... c4c ...... ...... ...... 0 ................... .............. ............. .. .... ..... ...... v . ........... 4-0. ...... ..... ... .............. ...... ....... .... ..... .... ...... ...... ...... ...... r T-7 ..... ... 4.:.A.: t : lateO -D ..... . ................. ............. ..... .................... ............. ...... ...... ...... ....... ...... ...... .......... ..... ....... . ": ...... 7 0, ................. ....... ...... .......... ...... t... ............. : ....... .......... . ..... . . .......... ..... .. Ognature .......... ...... .... . ...... ...... ...... ..... ..... ...... c-G ............. ...... ................. ......... ...... ...... :x .... ..... ...... ............ ................ ................................ ......... '. . ................. 7 ............ ......... ............. ...... ...... ..... ...... ...... .... ...... ...... ..... ...... .... .. ..... ..... ............ .................... ...... 7 ........ ...... ............ ...... ....... ............ ...... ..... ...... ............. ....................... . ...... ............ ............ . ............ ...... ................ ... :'HEA ..... ...... ...... ..... ...... ...... ............ NVIRONMENT-AL; L F1 .. ..... ........... ol ....... ............ ............. ...... ...... P1, ...... ...... ............. ...... .......... ............ APPRJOVAL ♦ .......... ............... ............... ............. .................. 3; ...... .... JU ... W-1.2a... . ...... ...... ...... ......................... ...... ...... ..... ...... ...... 3b.................... ...... ............................ . ......................... ...... ...... ............ ...... ............ ...... ................... ..... ...... ...... ...... ............ ...... ............ ...... ............ ............ Y-CENTMDR%- DE COUNT ............ ...... ................. .. . ...... ............ ................... ...... ..... ..... ...... ...... ...... ...... ...... : ...... ...... ............. ................... ...... ...... : ........................... ...... ..... ........ ............. .................. .... ...... ...... ...... ...... ...... ........ N .... ..... ...... ....... ........... ................... . ................... ...... ...... * ..... ...... ...... .............................................. ... . ........ ..... ......... . ... .......... ....... . .. ..... .W ...... ..... ..... ............ . ............. Assessor's Parcel Number. 1-1 EZ 0- F-1 E F/I 7 Scale: I ILLo T 0 Owner Name Address /Phone No. PC Box 4M evoovil 6 0 0 Site Location 92 7 oow-r J2/7) QC20-UN cue.�) Contact Name 19914p-k Phone AM S, -2F OchA— 71 2M MA CI > SITE PLAN :•..M. MTURE5.-AND..EQUiP!EN. INCLLIDIXG---- - ----- •-- _-..._ -. -• ------------ _.............- - ... ........................ ....... _OVERHAWS 13HALL OE OLEAR OF ALL EASL-VtNTS. ................................ ...:.. EBA t` OK ;OF : FT FF�OAR THS SADE AND : ' '�? "'� _................._.................. _............ F-A9PE_ U..ANS _..... ............. ... ..FT.FROVTHS • �-�- r`�: fi fi3l�. Qt3E RSD v^E dT UN .. .. .. .. .. .. - • ............. .. . :..Cl;F�4 `I_QF..SI:F U OTU ES ARID EQUIPNIE T- EXOER :...... .....R ......................• --L-•-....-••--:•-• ............-:....-....... . ...................... . . . .... GRA 2 FT' EAVE O .............. ... .. .. ... .. ............ ... .. 1. - b _ ... .. .. _ ... .. .. ._ .. .. .. .. .. ... . •- A 7 -- _ ... _. .. 1a: - ... • -- - .. ... .. . .. (g c� -..__...._ ..........:............:......: ............... .. �......: ;.�...._.._.... > ....... .. L>v7....i; i�EViEVYL E " a �._........................ .... ! :z r 4c . -- -- •E -C -F.MR .D.EPT: .. .. ... .. :r ! :. .. ... :Q, .. Lam.. .Y TR RAS ♦: F- .. k -p I F`- DEPT. f J -I•- 0 ............................. ued as �ut�ri'it0d- o o ' t ................. ........ p o : c,o. :......L..... ,....:.....- .....5 ......:.....--- . :; . } ............. .. .. .. ... .. • - : wit condi ions P ♦. } . . . -a `.....---••-.._... _ ... _ .. d.... .. �Z':f.. faytached�h�t:-- y.. �. .\ ...------------------�.,..... :tea. ....... ,.. :O , /t _ > S / Y ... _. .. .. .. .......... ..�. .✓ _ _ .. tt (.. .. .. .. :Y .. v i. . f :0 Date sv K ♦ i 1 :.....:......:. :....._.:...:....._...e.... �nai.._.:...........:.. = o 3 Oo. .......... q.,2 .....�... .. t.. .. �.. �.}.. .. .. t.. ..L. .: .. .. .. .. .. .. .. .. .. .. ... [♦ 1 : : ........... .. .. .. .. .. .. .. .. y • �:. N. s I: 0 E q 1= �.. ' -- — — — -- ...... :........................... ._ �p : :.1. . •. _ .. .. -_ .. .. .. .. .. 1 �: ♦ : Q 'K ..... "' ..�.. \ . . . ...... i!j ..... ......... ..... ...... ...... .. .. ..... ....... ..... . .. ... -- — --- —� I�...:... i,...._.... ._ .. .. .. .. --- Cr .. . ... ................ .. .. ... .. .. ... ._ .. .. .. .. ... .. .. ... .. .. ... .. .. ... .. ... ._ .. ... .......... .. _ _ .. ... .. .. .. .. f� i Yap 1 •A C _ .........................._.. ................ _.............. --- .. ....................................._...... .. .... J.... a: ._ - .. .. .. _. .. ... .. .. .. ................... .. .......... .. ... .. ............. .. .. 1 f...... .....•......•......;.....{ ......:......)..... �...... }.... ............. .. ... .. .................... ............. ....>...... .........._....... .. .. .. .. .. .. :..................... .. ............. ... ._ ............ . r.. . . . . . . . . . . . . . . . . . . : : : : n .. .. .. ._ .. .. .. ... .. .. ... .. .. ... .. .. ... .. ............ .. ... .. .. _ ..... .. ............. .. .. ... .. .. ... .. .. ... .. .. ... .. .. ... ......... ....: .. .. .. .. ... .. .. _ .Il .............. ............. .. ...................... .. .. ... ... .. .. ............ ...... ... .. .. .. ... .. .. .. ............ ..................... ..... ....... ....... ...... ..... 0.. ...... _..... Assessors Parcel Number 2 0 / 7 = ❑ 0 ❑ — ❑ ❑ ®— ❑ ❑ ❑ Scale: 1 20 Owner Name sW47-z-7j< C, 69e9ey t za:' 1- =to ,reaaAz Address/ Phone No. PO 80-xii�-a, 9s 94 6 .330-.;89 l,.2 Site Location 92 7 o " Contac: Name 1?3�wk Phone oamhw U 2003 FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres `— 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: MARRIAGE LINE SUPPORT PER MANUFACTURERoS INSTALLATION TMINIMI w -A SEISMIC PIERS L FIRPIDATIEN PADS OUTLINE OF MOIDE COACH 3[1'x3.' P1 FEES FOR 2 1/Z' C.3 18'xE4'x3/4' PLYWOOD ------ ac'.124"I 215% ?S', OR 32= PLAN DOUBLE WIDE MOBILE COACH kale: 1' - 15' pW N � SEISMIC PIER. L FDLNDATION PADS sr 7 J OUTLINE OF MOBILE COACH 3/a' PLYVOOD SFEE72 FNVS ALTERNATIVE PLYWOOD FOUNDATION PAD NOT TO SCALE SACH I BEAM REV ISIDNS I BY 04/1'21'99. •LP 3' X 3' PLATE CODE AT. REGUTATTONS. TITLE 25 AND U.B.C. IW4 EDITION. I. DESIGN LOAD&: a r OS/18/00 � YV - }} 33 E OF THE PADS ARE PAR&LIm. TO THE COACH SEAM MAx NSE B1bTS/� EI4• 9' S1�i73/W WIDES an Pvf 40 Pd Y N B 4 Eoz: A. 3/4 INCE A.P1 4a/24 ES'14SOOIi P.2.L-d9 CC. PILGGTID. N0-GA°.97.PRP-I08.M L m CD LONTE P a0 Pd 40 Pd Y 211 B 4 IPE . 4 - PLATE WIDS9 SO Pd 40 Pd B 4 1. YAm(UM LJOWTH OF SINGIZ TIDE COACH - ea YI=T. G- i 117 CD ]KILTS TIGHTEN TO 180 7N�p 2. TM3 DICSM IOAW MAIL ZZ CONSISTJXT WITH ROOF I= LOAD. TDID LOAD. AND �i 3. UNLESS APPRUM BY THARP A ASSOC.. FLOOR TO RDDGZ HEIGET NOT TO EXCE»: �`T. Z % 03 S19SIQC ZONE AE ESTABIMM FOR PERMANENT BUIDIiGwnmIN A SPECIFIC LOCAL. A. a FELT FOE == TIDE COACHES. F -I o o3/4• cu THRE3/16' PLATE LEGS RDD TYP OF 4 ASA 2. THIS YOUND 37ON MM= 'I3 CON=ZMM TO CONSTITUTE A PMLANZNT FOUNDATION. „ 4 � _ 2 .. Q C\2 4. ALL FOOTINGS Ala 70 BE SUPPORTED BY FIG[, UNSATURATED. UNDISTURBED COHESIVE 4. FOR TRIPLE TIDE COACBL4. FOLLOW SAME PLACSYffiif PATTERN AS ASHOWN ON THE -1 DOUBLE WIDE MOBIIE COACH PLAT. SOE. 707M09 ARS DESIGNiZD FOR 1000 PSI' TOTAL mLD 901L PRESSURE e. FOR ANY COACH Z= OTEM2 THAN AS SHOWN ON THIS PLAN OR ABOVE, m 7/16' PLATE AND ?!BALI. BE COMPATIDIE WITH LOCAL SOIL CONDITIONS. LAYOUT SNAIL FID REVIEWAND APPROVED BY THAM ASSOC.. INI�EIZtSiiC� V .� re =/8' X 1 1/A' BOLT e. STRUCTURAL 8I1Z: E-! U) �^ c c� VITH mARDFNED VASHER SSALL CONTORT[ TO AST![ ASS PT 38 SSI MINIMUM. FABRICATZD TO SPECIF7CATIONS. 1. SPACM SHOWN ON TRIS PLAN ARE FOR COACHES WITH 10 INCH AND 12 INCH Pelf.. v o OR a INCH PACO CORRUGATED BEAMS. Z. FOR AN a INCE BEAM. ADD AN ADDITIONAL ROT OF C.P. ANCSOR PISR3. BEAM -SHOULD D. SHAH. BE ACCORDING AISC BE T=ZDD ACCORDING TO AWS SPECIFICATIONS: O NOT CANTILE`= 1IORE THAN e ' TCLT. SEISMIC PIER Not O Scale c. MAU FFFstse�F CrvlfF . ®c mos m, � m a'Fac•ec DATE 09/08/97 -�+� mtial0a �eD pPJfFSth -� F.w.FFaF�•F��cta•w..-. 1,f. V' SCALE, AS SROWN C.P. SEISMIC PIER«1 - PATENT #5595366 m BOLTMSr�ARD ASTM A307 YMW �... ��'v/ ' J❑B ss 95-36-80 IC1L. :r: TBRFADZD ROD:COIO DRAWN LOW CARBON TTSDABIa m ar-rosmz = mava,ort Ryams d ALL VZTAL CM043MUM INC33 NAIIB & 9CRXVS ETC. ARM TO HEPROTECT= 2 - 3/8' V BOLTS COAMID. e. TiL Ply SUPPORT Amnmas SHALL BE coATIM WITH sHE]RMANTIL IAVC Eel - � ►--� �; G 3. x OR APP5bOTZD SQMAXXN T. 4 FIELD DRQ rS 2 7. O 98! C,SiAMIEW TZSZING AND o *, ¢ $ 4 - 014 TEX STS C �� IAZ�AL : 1700 LIM UISOMATL WAD, � + BEAM 3• 3' D. TZKTZAL : 19000 ULTIMATE LOAD " o� ` Z. c � 1/4•x2•x4• x � PLATE e. THIS SUPPOSE = is FOR PLACING MANUFACTURED BUIIDING3 CONSTRUCTED SY WITH IDIfGIZUDDIAI. OR tZR088 JOINTS. � ANGLE 3' VIDE 9. THIS SUPPORT S78TEM PLAN IS DZSIGi® TO BE CONSTRUCTED ON A FAIRLY IEVEL U • J =7 WITH NO EXISTING SOIL PROHIZ.H9. 7SL'TiI�i7 OCCURS DUE TO POOR SODS a� W SEISMIC ffi NOTE U. oc, U BOLTS PIER 10.SUPPORT SY8'TSII FOR fm&gvvm HUM SUPPORTS EMAIL BE LOCATED AND � FOR c THE LOAD AS SHOWN IN TBZ MOBILZ HOla DMIALLAMON INSTRUCTIONS. � � ate, 11. IN AREAS WBM DDTERL'NTM SETTIEMffifT (D �.) CAN OCCUR. MANUFAC'T'URED HOWES k a >« 9HAIi. BE SEADJUBTED TEMN D.S. IMCEE•D8 1 4 . OR THEN IT WILL ADVERSELY AF7Z� �'^y I ¢ j THZ USE OF TBS ILANUTAC7URED HOM1<. H� g TYPICAL BEAM 1TOOTPERIRILE NG SPACING y�WITHOUT ANUrCU S INSTALLATION MANUAL E -- H CONNECTIONS, SPACOM OF STATE lfOBaY STANDARDPPM ACAND T PAD SUPPORTS TO BE DSZER1IDfID BY ADAPTABIE WTLB HOLLDW MASONRT = FMM. 13.11333 SYSTZM D BID not to Scale FOUNDATION PAD NOTZE: °i 12 SO IN OVERSIZ&FOR C -UPPING "- 1. THE FOUNDATION PAD SHOWN ON THIS PLAN IS A PREC.LST CONCSETE FOUNDATION PSD. U) AND OR CORW_R BRF-AKAGE ` THE PLYWOOD FOUNDATION PAD ILLY BE USED A9 AN ALTZRNATS. c 79`- 1 . 2 FOUNDATION PADS SHALL BE PLACZD ON LEVEL UNDISTURBED .3011 ul J 3, coNCB>� }OURDA2B321 PAD I 1 .7--7-7 A. 3000 Pffi AT 28 DAYS AS TILTED AND MANUF BY StARI= WEIGHT CONCH 8 14', OR 15' PLAN SINGZTME MOBILE 'COACH a Scale: 1 - 15' 1 5/8' X 1 3/8' FLANGED STAINLESS STEEL AN04M INSERT 4x4 -4x4 VVF 1•j PRECAST FOUNDS I IDN PAD Not to scaia ELEVA i ICN NOT TO, SCALE- B. PRS PAD OR=TATION Tim EVER POSSIBLE ID THAT THE LANG DaIENSION 7, OF TBZ PAD BIC PEEEMICUTAB TO THE COACH BEAN (AS SHOWN ON THE PLAN). C. THEIM FMA) CONDITIONS REQUIRZ PAD ROTATION. NO MORE THAN HAIL OF TEE PADS IN A TBAVZ= IAD CAN BIS ROTATZD SO THAT THE LANC DIBNSION E OF THE PADS ARE PAR&LIm. TO THE COACH SEAM 4. FRBRf4iTi71< TRIAM FO tTftllTleN MAD . A. 3/4 INCE A.P1 4a/24 ES'14SOOIi P.2.L-d9 CC. PILGGTID. N0-GA°.97.PRP-I08.M L coACH S=. NOTES: I 1 C\2 Z CC 1. YAm(UM LJOWTH OF SINGIZ TIDE COACH - ea YI=T. G- Q O 2 MAXIMUM LINGTS OF DOUBLE TIDE COACH - 70 ,FST. � �;:. 3. UNLESS APPRUM BY THARP A ASSOC.. FLOOR TO RDDGZ HEIGET NOT TO EXCE»: �`T. Z % 03 A. a FELT FOE == TIDE COACHES. B: 10 F!T FOR YO PT -DOUBLE WIDE COLDS C. 12 FEE,'! FOR 24. 28. At 26 FEET DOUBIZ WIDE COACHES. Q Q C\2 4. FOR TRIPLE TIDE COACBL4. FOLLOW SAME PLACSYffiif PATTERN AS ASHOWN ON THE DOUBLE WIDE MOBIIE COACH PLAT. E- e. FOR ANY COACH Z= OTEM2 THAN AS SHOWN ON THIS PLAN OR ABOVE, w LAYOUT SNAIL FID REVIEWAND APPROVED BY THAM ASSOC.. INI�EIZtSiiC� V lid CL7 Ln w BEAT[ SIZE NOS: U C\2 7. 1. SPACM SHOWN ON TRIS PLAN ARE FOR COACHES WITH 10 INCH AND 12 INCH Pelf.. OR a INCH PACO CORRUGATED BEAMS. Z. FOR AN a INCE BEAM. ADD AN ADDITIONAL ROT OF C.P. ANCSOR PISR3. BEAM -SHOULD O O NOT CANTILE`= 1IORE THAN e ' TCLT. FFFstse�F CrvlfF . ®c mos m, a'Fac•ec DATE 09/08/97 -�+� mtial0a �eD pPJfFSth -� F.w.FFaF�•F��cta•w..-. 1,f. V' SCALE, AS SROWN .-.�F...m.....,e.o.. s N I DRAWN YMW �... ��'v/ ' J❑B ss 95-36-80 cr"m= aLm ark- SF PAIENI a<5v joo RENEWAL W ,IATF Snannrl,u.Ju.5r 0r . SHEET STOCKDRAFTINO FORM NO. 101-55 REVISIONS BY DATE SCALE I N / h oAAw JOB Poe)"] $MEET OF Z SHEETS i I k ,9. �� I I I L __� _ 11 a' 9 Q r...�_ —............... _.__..^. SI 'ING PER ELEVATIONS.._.._ —_.. .._....... 11/2" CDX PLY. -- _..... ?_x' STUDS (d) 16" O.C.- j I ` BATT / INSUL. 1 2" GYP BD 2x MUDSIL.L_ W 5/8 AB W/ 2x2x3/16" WASHERO 6' U.C. ' ` 2x4 EAVE BLCCK PROVIDE[j EMBEDDED MIN 7" I i 5C' EENLD EAVE VENT W/ INSUt.ATION BAFFLES S C) REBAR CONT. 3" FROM— SEAL FOUNDATION Ccs MUDSILL EVERY 4TH 8__OCK E. . TOP AND BOTTOM , I 1/2" CCXPLY. (t _ AVE \ �� -- _...._ 4>' CONC, SLAB Gxfa 10/1 W.W.M. 4" GRAVEL FILL z / DBL -IOP PLATE \ —1/2" CDX PLY 1/2" CCX PLY EAVES GABLE END TRUSS —1 ABLE Ei A 3 5- 0 48 ElvVEEN 'RIt1; �� �q �c 'c. j 1x4 TRItv1-- SIMPSON HI TIF AT EACH\� ��/ �`\ I f _ r.: TRU,, FRAMINGAFRAMINGNG � r �\ I i. 2x6 FASCIA \• 2x 2x4 OUTRIGGERS @ •--'� j I i 2'—ti" O.C. MAX f SIDING7— SEE PI AN ---GUTTER PROVIDE ONLY NU(C i INTO TRESS H',�G — 12„ WHERE NO Sv0'h1 LOAD 84171 :NiO FIRS(' STANDAfzD TRUSS rx2 BE T`r",EEN OUTRIGGERS —1 .... ........... ............... — ..__...— --- --- -- ---- MINIMUM 3/8" APS RATED PLYWCOD APPLIED OVER 2X FRAMING AT 16 C.C: WIT�i 8d (0.113 X 2 3/8")NAILS AT 6" ON CENTER EDGE NAIL_.ED, 12" ON CENTER IE L COVERING 3 STUD S- S. LD NI' EC, J PACE FLOOR PLATE NAILED WiT-I 16d NAILS AT 12': ON CENTER. STOCKONAFTINO FORM NO. 101•x% G�2.t.l�E SGS vi i 0"( rr3.TMY.a;.. U'1lJ �r} �>rt�j�F u REVISION; BY DATE SCALE. DRAWN JOB SHEET I OF 2, SHEETS I \—PC ATTACHED TO GIRDER EXTERIOR FOOTING SLAB FLOOR 261 EAVE DETAIL 28 BARGE TIES/ OUTRIGGERS 29 TYPICAL GABLE END POST / GIRDER OR HEADER . PB ATTACHED TO POST MINIMUM 3/8" APS RATED PLYWCOD APPLIED OVER 2X FRAMING AT 16 C.C: WIT�i 8d (0.113 X 2 3/8")NAILS AT 6" ON CENTER EDGE NAIL_.ED, 12" ON CENTER IE L COVERING 3 STUD S- S. LD NI' EC, J PACE FLOOR PLATE NAILED WiT-I 16d NAILS AT 12': ON CENTER. STOCKONAFTINO FORM NO. 101•x% G�2.t.l�E SGS vi i 0"( rr3.TMY.a;.. U'1lJ �r} �>rt�j�F u REVISION; BY DATE SCALE. DRAWN JOB SHEET I OF 2, SHEETS I \—PC ATTACHED TO GIRDER OR BEAM POST PB ATTACHED TO POST ANCHORED IN CONC. 02 a CONC. PAD 19, x 18 4-o4 PIZ% MINIMUM 3/8" APS RATED PLYWCOD APPLIED OVER 2X FRAMING AT 16 C.C: WIT�i 8d (0.113 X 2 3/8")NAILS AT 6" ON CENTER EDGE NAIL_.ED, 12" ON CENTER IE L COVERING 3 STUD S- S. LD NI' EC, J PACE FLOOR PLATE NAILED WiT-I 16d NAILS AT 12': ON CENTER. STOCKONAFTINO FORM NO. 101•x% G�2.t.l�E SGS vi i 0"( rr3.TMY.a;.. U'1lJ �r} �>rt�j�F u REVISION; BY DATE SCALE. DRAWN JOB SHEET I OF 2, SHEETS REVISIONS BY g I PATE �- SCALE tv u� DRAWN JOB Pt7(L►*� SHEET OF SHLETS