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030-110-080
.f-.ry.r ..'�� .. _... ; � � e,, `�... .- . .. .. : \, ,. t.,ss+4 S�s;:�a- '�-,-pa;. r,. .. - .»mow—.r...-�-�--i ,: •+tvk��.ar• �� �� t.,.i- i i. i i i _ t _,ice i- -i r — • ; tom, 13 030-110-080 01-0767 WHITMIRE, DWAIN M JSM 16TH ST. ILLE CONT. !i �)D I s MH P NEW SITE �IU, r 030-110-080 01-1411 t i -- WHITMIRE, DWAIN I k 1555 16TH ST. OROVILLE } CONT: OWNER MH REATTACH 2 DECKS/AWNING L i i d t 7 t > . r ,777 % R '.:' -,.. 77 n !! .. -: ....ar.•;� a. . .S' F i - -• \ ., t,,. ..S . , ,, t .'.'^+yr s, r �" � s3 �«• .�or���. '�'7'i ;�•� - - -L:� i� L-°`.�J.'-abT �PS� . n+�• �k ".'fiz����t� �����i�''.ix�IND .s 't ' r + t r 5 ' �..-...,. ,rte+:sr :�.,.-.r•,rX�v'ma+re*c'�^'. 1;-+n-s�tn�a;zr�c , ..x�,,�.,,.; .. .. 030-110-080 01-1411 WHITMIRE, DWAIN 1555 16TH ST. OROVILLE CONT: OWNER MH REATTACH 2 DECKS/AWNING of -M6 / COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ._ PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT c/ - 1�I II ASSESSOR PARCEL NUMBER :V'11rJ—C��it3 ZONING A+, - BUILDING PERMIT ° DtJAIfd T P=r352 SO. FT. OCC. BUILDING VALUATION 300 C 32900.00 700.00 OWNER'S MAILING ADDRESS 1:>45 GRAND AVE. 0RQVIU_E CA 95965 CONTRACTOR'S NAME ,_�W14ER TELEPHONE CONTRACTORS MATING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 3. 9W.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 81.00 ARCHITECT OR ENGINEERS MAILING ADDRESS 1555 16111 ST. OROVILUt CA 95965 Plan Checkin Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ 101.00 LOT NO. SUBDNISNONS NAME PARCEL MAP ;'PLUMBING PERMIT Filing Fee 20.00 E&Ah 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome iii Other DECK & COVERED DECK SPECS SbIar or heat pump water heater 23.00 a Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK e' New :1 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: UATTACH 2 DECKS AWNING FOR SPA f 10-198 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE t ELECTRICAL PERMIT Filing Feel 20.00 Main Service z�oaL OCR mss 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.6 License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit is for work of a valuation f one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and.agree that if I should become subject to the woriyers' compensation proGisiopt of section 3700 of the Labor Code, I shall fo4with comply with th de pr Isions.=` j X Date �� t� _ SibmiftTure of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or constructionj!__ of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR S° OR ADDNS. ( 6 ACC. SDS. 3.50FT. 1pµq°Ip14 . MULTI -OUTLET 97,50 PSINGLOUTLET OWER APPARATUS E CTR. Ex. Occup. OUTLET OR FIXTURES 20 ®,.00 BAL @ .50 FIX Ex. Occup. OUTLETS pa p•°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee -4$ OCC CONST. TYPE TOTAL FEES 101.00 HAZ. D FEET IMP FLOOD CDF PARCEL PD HD SS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date t r PERMIT EXPIRES ON f 1ANt Defe Receipt No. WHITE-D.D.S.-B.D. ANARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT FA I� Y NOTES 11 J < y RESIDENTIAL ,4 030-110-080 01-0767 WITMIRE, DWAIN M �J S Sj 16TH ST. OROVILLE CONT: OWNER MH PERM FND NEW SITE (.c E HCD FORM.433A.FOR"THIS MH CANNOT �� E RECORDED UNTIL ONE OF THE FOLLOWING VE BEEN TURNED IN TO THE BLDG DIV: (1) LICENSE PLATES) OR DECAL(THE INSPECTOR MUST RETREIVE) E ,(2) STATEMENT OF FACTS(ONLY ON NEW MH''S) NSPECTOR.'TO'VERIFY SERIAL & LABEL #'S ff ClL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ;-----_---- _- 1 OFFICE COPY Address I II GAS Meter By Date ELECT Meter Date JOB FINALED (Date - Signature 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 i CORRECTION NOTICE OWNER PERMIT NO. . A routine inspection indicates that the following violations of butte county Ordinances exist at the above addres nd should be corrected. Please notice this office when correction of work is completeq000fl you have any questions pertaining to this matter, or need additional explanation, . pleas_eeCntact this office immediately. 0 4 I i ^� r Date g� Inspector �l .. REV 10/92 V = OK 0=1o001< = Not'Applicable 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-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; -/ /" L'ft. / /'Nat. or / /"L"ft./ PLPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE WME INSTALLATION (Plans) OK except #'s . Zon' Requirements -Setbacks -Easements o 'ngs; Size -Spacing -Marriage Line Gas; MH Test -Demand -Valve -Connector 4. Elec ity; MH Test -Crossovers -Breakers -Clearances rain; MH Test -Fall -Flex Connector 6. Water Test -Regulator -Connector and Sewer Connected -C/O to Grade -HD Approval nd Electricity Tagged Ti wns-Type-Installation Can. Exits- p. -Sketch u,,eo,w Occupancy Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 tE� (,9-� a I cfy F , . MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1'. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel ' 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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 V = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' 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 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; Sixe & Anchors 69. Stairs & Rails Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date 72. 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 Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date 85. Card B-1 Date Card B-1 Date 86. Card B-1 Date Card B-1 Date 87. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 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 FRAMING (Permit) OK except #'s Date 40. Sills Proper Materials & Anchors Comments at Final: 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 Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting. -Ring. 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-Mech. 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 O Yes 82. Following Instld./Drive J Yes J NoMalks J Yes .l No/Planters J Yes ,J 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: J . BUILDING PERMIT NUMBER: 01-0767 Addressor location of unit.: 1555 16"" STREET, 0ROVILLE,,CA'95965 Legal Description of Real Property: A.P.#030-110-080 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: DWAIN M.,WHITMIRE, SR., & WANDA' SUE WHITMIRE Owner's address: 1645 GRAND AVENUE, OROVILLE, CA 95965 INSIGNIA OR HUD NUMBER: CAL192315/16 SERIAL NUMBER OR V.I.N.: 2744A/B MANUFACTURER'S NAME: FARWEST HOMES,YEAR: 1980 OFFICIAL APPROVING INSTALLATION: /z// DATE: 6/18/01 PHONE: (530) 538-7541 H.C.D. 513C S J . BUILDING PERMIT NUMBER: 01-0767 Addressor location of unit.: 1555 16"" STREET, 0ROVILLE,,CA'95965 Legal Description of Real Property: A.P.#030-110-080 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: DWAIN M.,WHITMIRE, SR., & WANDA' SUE WHITMIRE Owner's address: 1645 GRAND AVENUE, OROVILLE, CA 95965 INSIGNIA OR HUD NUMBER: CAL192315/16 SERIAL NUMBER OR V.I.N.: 2744A/B MANUFACTURER'S NAME: FARWEST HOMES,YEAR: 1980 OFFICIAL APPROVING INSTALLATION: /z// DATE: 6/18/01 PHONE: (530) 538-7541 H.C.D. 513C RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 t COPY of Document ,Recorded 19 -Jun -2001 2001-0026242 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. DWAIN M. WHITMIRE, SR. & WANDA S. WHITMIRE REAL PROPERTY OWNEWLESSOR 1645 GRAND AVENUE MAILING ADDRESS OROVILLE,.BUTTE, CA 95965 CITY COUNTY STATE ZIP 1555 16TH STREET INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write 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 01-0767 A 11(530)538-7541 BUI GPERMIT N j�1�p1i0pI� NUMBER N URE OF LOCAL AGE FFICIAL DATE NON— DEALER NAME ONEDEALER.NAME (if not a dealer sale, write "NONE") NONE MAILING ADDRESS DEALER LICENSE NO. CITY COUNTY STATE ZIP UNIT DESCRIPTION FARWEST HOMES 1980 UNKNOWN MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 2744A/B 24'X 45' CAL 192315/16 SERIAL NUMBER(S) LENGTH X WIDTH. INSIGNIAILABEL NUMBER(S) r REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. #030-110-080 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. EXHIBIT "ONE" Parcels 1 and 3, as shown on thatcertain Parcel Map, filed in the Office of the Recorder of the County'of Butte, State;of California, on August 15, 1977, in gook 62 of Maps, at Page(s) 49 and 50. EXCEPTING from all oil, gas, minerals, and right and privileges pertaining' thereto, as reserved in Deed from Sacramento Northern Railway; a Corporation,- recorded June .11, 1984 in Book 1318 of Official Records, at page 582, record of Butte to California. Assessor's Parcel No: 030-110-080 and 030-110=082 2 nc%ownwinu ni uwca t cw 01;• Fidelity National Title of California Escrow No. 101821 -SL TW* Order No. 00101821 When Recorded Main Document and Tax Statement To: Mr. and Mrs. Dwain M. Whitmire, Sr. 1645 Grand Avenue Oroville, CA 95965 GRANT DEED Offiial�Records I Count of I CNIKE J. 6111=1 I Recorder I R01R:1M DIOM I Assistant i eetivi1 ae-0ct-m I The undersigned grantorls)_ declare(s) Documentary transfer tax Is $ 198.00 ( X I computed on full value of property conveyed, or ( I computed on full value less value of Ilens or encumbrances remaining at time of sale, [ I Unincorporated Area City of unincorporated area of the To FEE119LN Vickie Page 1 of Z FOR A VALUABLE CONSIDERATION, receipt of which Is hereby acknowledged, John G. Millhollon and Lydia Millhollon, husband and wife hereby GRANTIS) to Dwain M. Whitmire, Sr. and Wanda S. Whitmire, husband and wife as Joint Tenants F the following described real property In the unincorporated area of the County of Butte, State of California: SEE LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF DATED: October 6, 2000 STATE OF CAUEORN 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(iss), and that by his/her/their signature(s) on the instrument the person(s); or the entity.- upon behalf of which the person(s) acted, executed the instrument. Witness and and official sea Signatu 04C 61do OAK i MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 (Rev 7196) GRANT DEED a q EXHIBIT "®NE" Parcels 1 and 3, as shown on that.certain Parcel Map, filed in the:Office'of the Recorder of the. County'of Butte, State of California, on August 15, 1977, in Sook.62 of (Wags, at Page(s) 49 and 50. EXCEPTING from all oil, minerals, and right and privileges ,pertaining thereto, as reserved in Deed from Sacramento Northem Railway, a Corporation, recorded June 11, 1964 in Book 1318 of Official Records, at page 582, record of Butte County, California. . Assessor's Parcel. No: 030-110-080 and 030-110-082 z STATE OF CALIFORNIA - DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT CFRTIFTCATF nF TTTI F _MORTI FHOMF DECAL NO.-AA1C7f4- MANUFACTURER NAME/ID TRADE NAME MODEL - DOM DOT DFS SPC EXPIRATIOI FAR NEST HOMES/ FAR WEST OROVILLE'CA-95966 00/00/80 E 00/00/80 AFK 06/30/97 B) Wanda Sue Whitmire E ,;•n_...... --PLEASE PRINT RY-80 . !!n,,nfnduln,,:mn',.rsr. f•.::I;NAME !: :.I!.... ,,!;,!:!:��! s.A) 1..:!:_I::G.�a;ad Avenue U SERIAL NUMBER 1 A2744 LABEL/INSIGNIA NUMBER CAL192315 WEIGHT 000000 LENGTH 000540 WIDTH 000144 ISSUED 01/06/97 SCC 04 EXEMPT USE .US TY It 2 82744 CAL192316 000000 000540 000144 E LA- .: OROV LEW 41l s- ::•' :-z :: ��: FUURE A CIN(7 ADD TOTAL 3 RELE E OF€:'`REGIS E.... 0 ER.:, ''' ` !:.. a.... n_ ................... ................... ................... ;! !, LOCgT;ION ° ADDRESS ' .. !;.� 4 .. ::!:' ::� 175 JAN DAR R4 .... .. ;;:; .... ......... ',. it n.... .... , ..:... ;; I!6 u � ! B) �r':t�vi!! a C`A 99AS E U i'!li' OROVILLE s ,,;: CA 596.6 FEES R s 5 , , r'' !,,:!:.;; V! ... ;,'..:::n::,•::�'° rch 1 ±�i 2001 a .: § r!_�..: , HORACE RAYMOND KIMBRELL/ ll. !:.,, ±h ....::::.::..:::-:; .':PURCNASE` DATE IIII :::: n:::::::...::n :.: ":, PAID: !,::n::::!!n!:,::.k:::! 6 E HATTIE MAE KIMBRELL=JTRS KT ZA G 1,276.00 :_NEW' REGISTER..................:NER SIGNATURE A HORACE RAYMOND KIMBRELL/ 3• D HATTI E MAE - KIMBRELL JTRS RELEASE OF DEALER D 1881 MOUNT IDA RD. NEW REGISTERED OWNER, FILL IN ITEMS 4 — 9 ■w R OROVILLE'CA-95966 E 4.A) Dwain M_ Whit—mi rP , Sr S B) Wanda Sue Whitmire E ,;•n_...... --PLEASE PRINT !!n,,nfnduln,,:mn',.rsr. f•.::I;NAME !: :.I!.... ,,!;,!:!:��! s.A) 1..:!:_I::G.�a;ad Avenue R - TAYLOR JANICE OONEILE/ _; ! °° MILLER ER DONALO REX/ !:. �,;!,: ,--_ :..!a!:v ":::_i URR`etlT MAILING .AA7RES5 _:..... :`:... G :: TAYLOR TIMOTHY H JTRS "' ..... ...... :::::. ", ' ::•: ,.::�- �r:ovi�.Le ��C.!IIi!:95965 "! , I M 175 JAN DAR RD :.::. :: ' ;::: B I S A :: ::• :I:. ::;. !'.. CITY ::!: ,:;...•:,I CNTY!. ST ZIP T I :.. .. :: ::: :::- .... ;,:. - t,. 'is °•!:.r. Via? G _ r A1t!ei� &6;,0 ovine, CA95965 E LA- .: OROV LEW 41l s- ::•' :-z :: ��: FUURE A CIN(7 ADD D ;!,. ' 7.a� Grand 1Awen!ue RELE E OF€:'`REGIS E.... 0 ER.:, ''' ` !:.. a.... n_ ................... ................... ................... ;! !, LOCgT;ION ° ADDRESS ' .. !;.� o s W I .. ::!:' ::� 175 JAN DAR R4 .... .. ;;:; .... ......... ',. it n.... .... , ..:... ;; I!6 u � ! B) �r':t�vi!! a C`A 99AS E U i'!li' OROVILLE s ,,;: CA 596.6 ::::::!:..... CITY;€: ' .... S.CNTY !i!' ` ST ZIP L.. ;:! R s ;,;; fig I` .....:..,, :: !:::,::,:',!;. ::, _. , , r'' !,,:!:.;; V! ... ;,'..:::n::,•::�'° rch 1 ±�i 2001 a .: § r!_�..: , HORACE RAYMOND KIMBRELL/ ll. !:.,, ±h ....::::.::..:::-:; .':PURCNASE` DATE IIII :::: n:::::::...::n :.: ":, !,::n::::!!n!:,::.k:::! E HATTIE MAE KIMBRELL=JTRS KT ZA G .:: 1881 MOUNTiiIII�A RD i :_NEW' REGISTER..................:NER SIGNATURE A ..........: p !....:!;! M'`NEW: LECAL!!::OWNElI� i IL . 'ITEMS 10 - 12 Ail�t iI L :!:. iii. ;. !.. .. :, . ::::::::.:::::::.:!::::... ... ....:-:::. ......... ..:. .it :-......... ..........................:........................... .. OROVILLE CA 9:5966 lo.A�.:::::.. :::::::::::::::::,:::::. E: ! 4/9 ....09`17: 0 ;� ,._. .......:.................. ,:,:: !' 6:=:0. ::.::! kAa ::::....: ::N :;PLEASE .::PRINT;:: I r :".......A...M....A...'::: E Al 12 !! ! ' RELEA9F OF: LEG LOWN R , .... . :.....11!!i€[€€; .:::::R M. ::-...... :::.. ... . ::_ _..._:: ::_ ............ : ;..... ....................... M. ........................ IMEM :::.-:...:.....-::• ....... r!: !::!:-!:: RETENTION!�OF LEGAL !OWNER :.. :......::......:. n. , ,.... _:. _:..... _ n.... :: I -1:JF::;: :......._ ....._........: - .._. ..:�.. .., :. ::,.•::::e '::::!:!:::::_::::'::::::: ;€ €i!! i .::CITY :i':: ° :::::::..,CNTY ST ZIP = n;IiR��i!nNEN:...1ST JR:�;;ILIENHOLDER, FILL IN:IITEMS 13 - 15** ASSIGNMENT OF LEGAL'"OWN1ER i:';I - F ::. :::. 31 ir!:!:' !t' :!!:.!Ill ;! :: :.. !:: INANE —"`PLEA$. ..... INT ............ ; U I ::...n• ;' , ...... ! 14! N R ::. :.. :!:::. I:, _. ADDRESS T , :,:n :....................._.......:::::::::; ::CITY CNTY ST ZIP PH% NEW 2ND JR. LIENHOLDER, FILL IN ITEMS 16 — 18 ■** L I 16. E S NAME — PLEASE PRINT N E H C 17. 0 0 ADDRESS L N D D 18. E CITY CNTY ST ZIP R IMPORTANT 02-366-0 THIS CERTIFICATE OF TITLE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT. 020000t' N � � '�. �r • G � : J .. �✓ �o vi y f�ii • �. �. � /�i l �' G/'� L- � cc � !� [�. �c � / / �'.' � ' Laf�"'� 1 j 1" %� •�,_ LSC, �,��, .�. 6YP i %rte ./ -r e. 11-4258,es 114.8 DWAIN WHITMIRE, SR. 1210 WANDA S. WHIMIRE 0503429763 1645 GRAND AVE. Lj G - QI Date OROVILLE, CA 95965 . Pay to the Order of (iY'0" '✓ - Ilars ' MWells Fargo Bank www.wellsfargo.com s Memo i:L2L0L,288240SO34297630LL48 . i.�-^.`+`.---..y.---.---.��..-----^+.....yam.-....�-`.r..---'.�^^�.�_r-�-^..-,...,+r...,.r...`....--,.v��,,...�..^-.-.•ti,Y-_�_'��..._--.. �--.-.-...-r.^--„-r'u�.-....'.-r.rr �v”' - C COPNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND -PERMIT 01-0767 ASSESSOR PARCEL NUMBER 030-110-080 ZONING AR BUILDING PERMIT OWNER WHITMIRE SR. DWAIN M. TELEPHONE _534-1399 SO. FT. OCC. BUILDING VALUATION 1056 R 57 024.00 . OWNERS MAILING ADDRESS 1645 GRANDOROVTTI.F., CA 9996-, CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ 57 024.00 ARCHITECT OR ENGINEER 5CE ENO. Filing Fee $ 20.00 Permit Fee 450.50/2 $ 225.25 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDINGADDRESS 5S 16TH ST. DROVILLE, CA 95969 Energy Plan Checking Fee $ $ PERMIT FEE $ 268.25 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome X] Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation CY Other ❑ Describe Work: MH PERM FND NEW SITE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W PERMIT FEE 923.004 ELECTRICAL PERMIT Main Service 20 AOR LE600V OR SS TT. 07 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License wforce following reason: C3�1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 46.00so 1 NG CCU000A NEW CONST. DWEJlING OCCUP. OR ADDNS. ( 8 ACC. S. SO 3.5¢F, NON -R SID. MULTI -OUTLET @7,50 POWEPUS 8 SINGLER AOUTLETPARATCIR. Ex. Occup.OUTLET OR FDMRES AL O I'50 eAL @ .so Ex. Occup. OFun sit )0E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 43.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ 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.) not employ any person in any anner-so as to become subject to workers' laws of Cal'rfOr ' , an gree If should become subject to the wo rs' compensation ovis' sof ion 3700 of the Labor Code, I shall Orth th comply with ose isio Date nature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE 376.25 HAz. D. FEES IMP X X FLOOD X CDF PARCEL X PD X HD X ISSUEcompensation X This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have _ _ By PERMIT EXPIRES ON! the applicable provisions Resolutions to do work been paid. q /1 to VI //o 2 Date ReceiptNo. 315212/376.2.5 WHITE-D.O.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT L COUNTY OF BUTTE - DEPARTMENT OF'DE1iELOPMENT SERVICES - BUILDING DIVISION 17 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. cRev.,2/sfi� APPLICATION AND PERMIT — Q 7& 7— ASSESSORP EL MSR ^ ZOwN - BUILDING PERMIT OWNER (J TEUS ONE SO. FT. OCC. BUILDING VALUATION owNEas AD s - -- - ^ I� CONTRALTO E (T ELEPNONE / CONTRACTOR MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace ARCHRECT OR ENGINEER LICENSE NO. Total Valuation $^���x Filin Fep v $ 20.00 ARCHRECT OR ENGINEERS MAIUNG ADDRESS Permit Fee , E _ BUILDING ADDRESS Plan Checking Fee $ 2300 Energy Plan Checking Fee $ $ LOT NO. SUBDIVISIONS NAME PARCEL MPERMIT FEEAP - . 62— I—i�3 5D ►� 02 PLUMBING PERMIT Fiing Fee 20.00 USED STRUCTURE Each Trap 7.00 Solar or heat um water heater 23.00 SF ❑ Duplex bilehome Other Water piping 15.00 5.0a.sPEaFv TYPE OF WORK Each gas water heater or vent 15.00 S New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation 0"Sir 13 Gas piping stem 1 - 5 outlets 15.00 00Buildin sewer 15.00 e0 Describe Work: ( n�/� /�p� Mobile Home S G W Q20.00 I PERMIT FEE 5d4 ELECTRICAL PERMITMF,Iin 20.00 ------ -'-- Main Service eoOV OR LESS zooAORLESS 23 ,60 Main Service 20GA LIE NEW CONST.OR ADDNS. ovv� CC. BLLOSS.NEWCONS . MULT..OUTLETNON-RESIO. POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDTTURES 20 -4, 00 BAL Q ,SO Ex. Occup. Oimtis A�D OR 5.00 1 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S ao MECHANICAL PERMIT WFeG20,00 PERMIT FEE PAID $ %� sting SRA - — Coolin SHERIFF * Hood T OTHER r Ventilation � � PERMIT FEt: $ Mobile Home Installation Fee S Energy Inspection Fee $ Z oco jeoFTY TfTA�FlE $AMOVNT RECEIVED cOF pHD SUE I — �. This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work "RECEIPT NUMBER ✓/i rJ indicated above for which fees have been paid. -✓y * TO BE PVT INTO CbOMPVTER 1 By Date r 3 PERMIT EXPIRES ON IM /�D STr y1.aA� Mate) ,0 K1 N 4 � •� COUNTY OF BUTTE =,DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965,- TELEPHONE (530) 538-7541 r PE"IT"PLICA TION DATA SHEET OWNER: DtMill W i f ryllir., ASSESSOR PARCEL ER: 630 10 Proposed Building Use: MH 4 c m M. Building Inspector: Date ') r At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted.------------------------------------------------------------------------------------- 2�ot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- _ ! �. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. -------------------------------------- ❑ §. Hazardous Material Form. ------------------------------------------------------------------------------------------ ' anufactured Home data and installation instructions including Tie Down Specifications .------------------ 0 Fees of $ ------------------------------------------------------------------------------------- Impact fees as shown on the attached schedule. ----------------------------------------------------------------- /� , 2. California Department of Forestry plan approval/fees---------------------- ------------------------------------ `� 3. Flood elevation certificate.---------=-------=�={�--------------------------------------------------------- 0 4. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 1 . City of Chico plumbing permit. ------------------------------------=---------------------------------------------- 6'-Plot plan and business license approval from the City of Biggs. ---:: ------------------------- ---' ------------ 17. Planning approval for (A) Use: �� (B) parking: ---------f�--� ❑ 18. Contact Land Development about ❑ improvements, ❑Drainsg e a al Parcel. ----------- —=--------- ` P P g ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- . ❑ 20. Pre -inspection f6f required Request to Building Inspector on w (Date) ❑2 ontractor's license information. (Number, Name Style, Classification). ------------------------------------ _ a Workers' Compdnsation carrier and policy number.----------------------------------------------------------- 02 ------------------------------------------4-1- ------------- .�WE124 wner-Builder Verification (Given to owner El, Mailed to owner ❑).---------------- I v -f tter ofsignature authorization. --------------------------------------------------- ----------- t copy of Agricultural Acknowledgment Statement. -- ----------------------------------------------- k 1126. Letter of intent on building use.-------------------------------------`---=---------------------------------------- ❑27. Manufactured H me utility ance------------------------------== `'--=---------------------------- --------- ❑ 8. Existing v 1 r e p ed pe rmiVhecktoH.C.D$ =------------ ------ �-------------( ---- -----I------- -J--- 9,t;J433 �A `l� ar°"t �e d H. Title, 1 Q l: I .' !--` - "�% C-130. Other: 4 ------- When you issue the permit, process as follows ❑ Mail to owner, Dlvlail to contra t°� LylTelephone. V 3 �� /�3 52 and hold for pickup at 0(0Vl' ffice. Delive-spector. Date: "7 ' 14-0 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire D artrnen , Au Pollution Date: By: Copy of plans sent o Health Department, ❑ Fire Department, ❑,Other: - ` Date: By: 1. Index permit application for the above items numbered: ; ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Buildingivision counter, by Date: Plans reviewed by: Date: Plans approved by: v1� Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER I A 6(�Mt , PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ - Revised Plan Checking Fee ....... $ i 2. SCHOOL DISTRICT S VnU l (paid at District Office)1W111- 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ 13q Ft 4. URBAN AREA FEES (paid at Building Divisi ) �� Residential (per unit) . X: — Commercial (sq -ft.) .. x =$ Sq.Ft. Amt. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 ildin Division) o 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application as advised the above These fees may be chanduri g the plan checkiref A.P. # () 30 I (0—dM DATE RECEIPT # DATE REC q'--10-of to be paid prior to issuance of the building permit. A LIC`ANT DATE;:) Pursuant to overnment Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) u J j - a School District A.P. Number Property Owner Property Location/Address Subdivision �Ia " 14,-r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Buil n v Vt / '" g` & r' Building Department No. Lot No. County (Floor Plans revlbwed by School District Personnel) •. District Identification No. 0 O Q n Ohl I1 L� i 'School District certifies that (,C�(,%� (Applicant) (Street Address) , (Phone+Number) 00J, i O has complied with the requirements of Resolution No. representing CJ4Q square feet. 4;g::2(/-' Nom.. f vt G.�V School District Representative Paid by Check # Remarks: (State) (Zip Code) U gV by payment of $ z 1104. ,(� . AB 2926S FULL MITIGAT O $ /� f Date / 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. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is ` notified 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,mitigaterits impact on'the;school,district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm i . ! r T� fi --7 r- e-,, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville California 95965 • Tele h (Rev. 12/96)1 1 p one ow) 538-754 / 1 �(�pE MIT Nc APPLICATION AND PERMIT `f r As sESSOR PARCEL NUtASE1t OWN"3 d O D ZaN`NO OWN" BUILDINQ PERMIT D f! OJ �k VALUATION BUILDING t' T!1 O►gNe SQ. FT. 3� - 3 5 Z O1N1'°� /G RE �ADDss OCC. ALUATION S Gran. NAt u �' �^ �7✓ p c7 CONTRACTOR'S VE 9 O Z.J ry .Q TELO44ON! v CONSTRUCTON tENDER LENDER'S LAMNO ADDRESS ARCNRECT OR ENGINEER ARCrfTECT OR ENONEERS NAl1No ADDRESS sULDNO ADDRESS /SSS /6 L,OTNO. I sUa01VDIDNENAIIE USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome or Deck- 4- (ou,-.e j 4,el �� SPECsv / TYPE OF WORK New 0 Addition ❑ Remodel ❑ lldfNea ❑ Msklation ❑ Other ❑ Describe Work: � P 'PERMIT FEE PAIS $_%� /' � SRA SHERIFF OTHER AAk6VNT RECEIVEC *RECEIPT NVMSER 3-,'?- q g 7��, TO k PUT INTO COMPUTER Total Valuation Is Permit Fee Energy Plan Checking Fee PERMIT FEE Ii PLUMBING PERMIT Each Tra Lach heat um water heater in water heeleror vent g system 1 - 5 outlet- omaing sewer Mobile Home ---_ PERMIT FEE _ ELECTRICAL PERMIT Main Service 000V OR LESS 2ooA OR LESS Main Service r 200A TO t000A NEW CONST. DWU NO OCCUP. OR ADDNS. a ACC. RIDS. O MULYbOUTLET NON•RESID. POWER APPARATUS a S OtmEr CIR. Ex. Occup. OUTLET OR MURES In7LED APPlNB. I EX. OCCU OR 011TLtTS 1sID. EA. I Temporary Service i Mobile Home Facilities e o -v 20.00 7.00 23.00 15.00 15.00 15.00 1576-0- 020.00 ng Fee 20.00 23.00 46.00 3.5ts.- 5.00 23.00 20.00 23.00 PERMIT FEE _ FMLCHANICAL PFpuir I Fling Fee 20.D0 6.50 PERMIT FEi: 1 $ Iff mD e - AL FEE s o�' 0-7 RDOD COF PARCEL PD IS) t� This permit is herebyIssued under the applicable provisions of the Butte County Code and/or Rmlutlons to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 bounty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 01—/411 ASSESSOR PARCEL NUMBER 030-110-080 ZONI140 AR BUILDING PERMIT WTMIRE, DWAIN V–H1N152 SO. FT. OCC. BUILDING VALUATION 300 C 30900.00 OWNERS MAILING ADDRESS 1645 GRAND AVE. OROVILLE CA 95965 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 00.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 81.00 ARCHITECT OR ENGINEERS MAILING ADDRESS 1555 16TH ST. 01MILLE, CA 95965 Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE s 101.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome W Other DECK & COVERED DECK 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 )h Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: REATTACH 2 DECKS & AWNING FOR SPA # 10-198 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W @20.00 PERMIT FEE s ELECTRICAL PERMIT Fling Fee 20.00 600VOR LESS Main Service 20.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00so WEE200A CCU000A NEW CONST. DWELLING OCCUP. OR ADDNS. ( ; ACC, BLOS. SO 3.50Fr: NON -ID. MULTI.OUTLET @7,50 POWER APPARATus 8 SINGLE OUTLET OR. Ex. Occu OUTLET OR FaruREs '0 � '•0° s„L @ ,50 FIXI Ex. Occup..OUTLETS RES 0D °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 1 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 Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation sof one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall not employ any person in any ann r so as to become subject to workers'HA2. compensation laws of Cal Porn' , an gree at if I should become subject to the wor rs' compensation p isio of s tio, 3700 of the Labor Code, I shall hwith comply with th e pr ision . X �i Date Si a ure of Applicant - ❑ Owner t3 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 $ TYPEI TOTAL FEE $101.00 loccCONST. D. FEES IMP FLooD CDF PARCEL PD HD 5S This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ' Date z Ci PERMIT EXPIRES ON C -1 ),?— ?WHITE-D.D.S.-B.D. I 46Ate) Receipt No. . C) I WHITE-D.D.S.-B.D.ANARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT iii Iz, BUTTE COUNTY a- 3UILDING DEPART -MEN p p R, 0 v joy 1pt", CL iii Iz, BUTTE COUNTY a- 3UILDING DEPART -MEN p p R, 0 v joy 1pt", iL.. Ti G PLYWOOD CC 'EXr. 4'x(c DF'�2 2.xV DECKING (ALT) GIRDERS r 1'/8" TIG PLYWOOD CC EXT. GrUARD RAIL -7 f.*MAY 41it fl' P/•V III r_ MIN. FOOT 1 N6 - 4"x In zo FRMNG. CLIP 1-9 - MOBILE HDME OR DEC.1C MTL. FRMU --" CLIP (EA. RE 4'x4' POST— Q" x 12'. *lZDF.-�-- BrMT IN. / 4'x9" POST - ADFQu4TE' DIAG ONA L MACING. m 2'x 12" STAIR STRIMGER. 48*o.0. MAX. `TOP. VIEW H AUPIZAIL NOT SHOM FOR CLARITY. 3/S BOLT TE coi • .. X Izo Z 210" PRESSURE TR[ATLT oR �RFDWOOD A/.A7F 6-12 -4o p 0.14" � N pPOFESS� T P. " Q�'� ONOVAN Oti9l o-.-. o C2 V 9 o 1.5" SQ. TWIN COL.w T .+ ALUM. ALLY o04 -N 6 rt m No. 13857 a (TWIN -COLS. 7.5'• CENTERS) E'XID. 2 2" & 3" SQ. ALUM. COL. 5.75" (ALUM. ALLor 30o4-H3s t 0.125" CIVIL 1.735"1.7]5 .375" --o O OF CAL AN .375" -0.125" ISEE DETAIL 9" LONG C NEL 1.935" m n I 6.00" I 6" NEET A TUBE COLUMN ALUM. ALLOY 3003 -HIS COLUMN PROFILES 0 NEST R TRIM T -SIDE OR 1.5" SQ. TWIN COLUMN W/NEET ® TRIM: 1 OR 2 SIDE ALUMINUM ALLOY 3004-H36 OPTIO STAMPED ALUM. BRACKET MAY 1 3/4X1 5/SX3/32x9" LONG EXTRUDED AL CHANNEL W/1 - 1/4" b 1.5" SO. TWIN Boll THRU EA. 1.5•' COL. SO. TWIN -COLUMN' DETAILEE (AL ALLOY 6061-T6) (MAY USE SAME OET. AT COLUMN CAP W/ 2 - 1/4" BOLTS OR 1/4" m BOLT OR 2 - #12 SCREWS TO j12 SCREWS GUTTER/BEAM SEE THRU EA. 1.5" DETAIL@ _ . SO. COLUM]\ STEEL AUGER USED AS COLUMN BASE. 1 3/4X1 S/6X3/32XI 1/ LONG EXTRUDED AL CHANNEL W/1-1/4" BOLT OR 2 - 114 SCREWS THRU EA. 1.5" SO. TWIN COL (AL. ALLOY 6061-T6) (MAY USE SAME DETAILS • COL CAP W/2 - 1/4" BOLTS OR 2 12 CREWS TO A�LTTE /BM. SEE DETAIL (0) i -TOP OF CONCRETE OPTIONAL ANCHOR BOLTS (i EA COL) 1/4•' 14 X 10" MACHINE BOLT W/6" EMBED. MI26 1 3/8•' X 2" RAWL DRIVE ANCHOR I.C.B.O. NoMINIMUM 1/2" X "MDI" EXPANSION ANCHOR. PULL-OUT (I.C.B.O. APPROVAL No.2895) 2751 EA. O TWIN COLUMN ANCHOR DETAIL Q 3"+- 3"+ - 18 STS •TOP OF EA. RIB CONT. .02" FLASHING 18 SIS O 36" STAGGER i ALUM. ALLOY 3003-1174 -• (NON-STRUCTURAL) EF EA. O BSTS TOP I% I ALUIJ. ROOF DECK SEE SCHEDULE - SHEET 1 4-1 11 -STS EA. RIB 80 2.66" I FLANGES TYPICAL EXTRUDED RAFTER W4X2.66 ^ _ ALUMINUM ALLOY No.6063-T6 o iIP-RAFTER BL -NUT NP. EXTRUDED 3/16" V ALUM. RAFTER-,,,,- - - - 1/4" p BOLTS .375• - - 22 2" O.C. 0" I HEA ..VY DUTY n -t BRACKET 2 - 3/8"BOLTS COLUMN: 3" SO. DET -3 EAW DUTY I1. ]" RACKET I 1 COLUMN CAP 0 HIP RAFTER -1/4" 0 M.B. W/STD VOIL TYPE CONT.) CLASS 4 - COMPACT RAVEL AND SAND WITH SMALL AMOUNTS OF CLAY. CLASS 2 - DENSE CLAY INPRECINATED W/FINE SAND NOTE: EARTH ANCHOR MAY BE USED IN THE FOLLOWING SOIL TYPE. AS DEFINED BY THE UNITED STATES BUREAU OF PUBLIC ROADS: CLASS 8 - COMPACT FINE SAND W/PLASTIC CLAY BINDER EARTH ANCHOR SHALL BE MANUFACTURED BY: A. 8. CHANCE CO. STEEL SHALL BE GALV. do HAVE 35 KSI MIN. Y.P. `AUGER HELIX USE: 2L'S 3"X1 1/2"X3/16"X1 1/4" 3 18 (6061 -TB) FOR 3" ROUND COL. k STANDARD EXT. BRACKET (6063-T6) FOR 3" SQUARE COLUMN. O 3RACKET M vt 3" SQ. COLUMN _ o ^ _L _ 0 4.00" I I 1 ♦ BOLT COL THRU COLUMN N CTOP OF CONCRETE O II •• ,�jl 1 FOR ALT. COL CONN. USE 4 - n 112 TEK 2 EA SIDE o STANDARD VU. M. ALLOY 608 POUWL LLUT XTRUDED ALUM. BRK'T BASE G F 16 STS O RIB (EA. 1 / STS O 36" STAGGER EA. S 1/4' .0 M.B. W/STD. WASHER STANDARD BRACKET 072" ALUM. ALLOY 6063-Tfl � ALUM. POBI HANGER •9'-9" • TWIN -COLS -12-0" • ` COLS. FOR THIS CONDITION ONLY.1 O V 450 CORNER PLAN 12'-0" OR LESS MOBILEMOMEM. ROOF DECK ICER - ---- - ------ i HIP RAFTER 2.5" ROOF DECK- SEE SCHEDULE H ? 2-. G TW/SEXTRUDE ¢ L ALUM. G�/BM. o KLM. ROOF DECK SEE DETAIL C FOR DECK FASTENERS. 3/5" Y THRU-BOLT 3" SQ. COL- ---- ----------------------- -------- SEE DETAIL OK ALUM. CUTTER/BEAM T CORNER _ W 1 REINF. L'. ` HIP -RAFTER ET 900 CORNER PLAN EXTRUDED GUTTER/BEAM D AIL 2"X0.062"X6" EXT. CUTTER/BEAM PLATE AL. OY 6061-T6 W/2 - 112 S.N.S. lu I 2 - L'S3"X1.5"X3/16" X1.25" WIDE ALUM. 3" ALLOY 6061 -TB © BOLT THRU COLUM PEAKED ROOF DETAILS I O N0644"om! KCt150:7 !W. SJR!- FOR CLARITY - OTHER O BOLTS THRU 1.5" SO. COL • 90' HIATTH AND SAF TY CODE. DIVISION 13. PATTY 2 ^ _ APPROVFU o SIJw9CT TD COR9lCTKDN6 NOIFLPTI0N BL -NUT Avg,d." 111 ..Asks w PP-. .ny .wid.n ., RACKET b.Mt- I- r q tv%oo.h of epplHnll. Saw 1.-. ..d wp1.11rA ;It n 1 km. of Cu111-n6. N S 16s W �n...1 d Nerve 0- o.• 9 ."d Co.rrun6r 1•P�.�n xz." DIVI:ION DES AI:D STANDAIOs h STANDARD EDT. BRACKET (6083-T8) DDre� N SPA NO... A-9 3" SO. COLUMN h 3/8" 0 THRU-BOL This Pion Approvol Expire STEEL AUGER & BRACKET POBI HANGER •9'-9" • TWIN -COLS -12-0" • ` COLS. FOR THIS CONDITION ONLY.1 O V 450 CORNER PLAN 12'-0" OR LESS MOBILEMOMEM. ROOF DECK ICER - ---- - ------ i HIP RAFTER 2.5" ROOF DECK- SEE SCHEDULE H ? 2-. G TW/SEXTRUDE ¢ L ALUM. G�/BM. o KLM. ROOF DECK SEE DETAIL C FOR DECK FASTENERS. 3/5" Y THRU-BOLT 3" SQ. COL- ---- ----------------------- -------- SEE DETAIL OK ALUM. CUTTER/BEAM T CORNER _ W 1 REINF. L'. ` HIP -RAFTER ET 900 CORNER PLAN EXTRUDED GUTTER/BEAM D AIL 2"X0.062"X6" EXT. CUTTER/BEAM PLATE AL. OY 6061-T6 W/2 - 112 S.N.S. lu I 2 - L'S3"X1.5"X3/16" X1.25" WIDE ALUM. 3" ALLOY 6061 -TB © BOLT THRU COLUM PEAKED ROOF DETAILS I EARTH ANCHOR SHALL BE MANUFACTURED 2 -L'S 4"X1.5"X3/16"X1.25" - EXTR. I HIP RAFTER NOT SHOWN AL ALLOY 606-T6 W/1/4" FOR CLARITY - OTHER O BOLTS THRU 1.5" SO. COL • 90' r MATERIAL NOT CALLED OUT IS SAME AS SHOWN I AT DETAILS TOP PORTION OF CUTTER/BM 3 5 O /4. 0 THRU-BOLT • EA. A 35 KSI MIN. Y.P. .5" SO. TWIN -COLUMN I USE 9" LONG CHANNEL FOR TWIN COLUMN • 1/6" BENT PLATE DET. L FOR S" S0. COL 1 /4" M.B. W 'STD. 1.5" WASHA (2-TO�AL) 121" 1 SINGLE CHAI}[1ELr SEE DETAIL (� -F WELDED PL. BRKT. s•li_ ' NOTE: 9" LONG CHANNEL Y ALSO BE USED -SEE DETAIL 3 16" II0TE REYMAN AUGERS SHALL 5" QBE USED IN SAND k GRAVEL WITHOUT COHESIVE BINDER. SILT CLAY OR ANY LOOSE SOIL c 0 D -7 MATERIAL. SLOTS 1'• X S/16" ALTERNATE DOUBLE -NUT BRACKET AS MANUFACTURED BY W.E. REYMAN ENTEPPRISES, INC. FOR ALL OILIER AUGER HELIX AUGER INFO. REFER TO DETAIL 3/16 0.04'• ALUM. CUP L,,� AS SHOWN AT DETAIL (q m FASTEN W18 SYS RU GUTTER/BMdo SPLICE 7Cw HIP RAFT. (TO FLG. NOT SHOWN) ( 1 R-0.25" 1.0.024" 0 0.3.. 0 3 1.0" 1.60" 1.0'• 0.65" UNICOLUMN' (3003-H16 ALUM. ALLOY) •12' MAXIMUM HEIGHT HIP -RAFTER: 8 S.T. SCREW AT 2 - 4.5" EXTR. HDRS. _ OIL BACK TO jLACK.JL m 3'n TOP OF EACH RIB SEE DEr. W o I< _ - --- BENT PL 1.5" WIDE AE --------- ---- ALLOY 3004 LONG H36 W%UM ALAN. ROOF DECK O 110 STS AS SHOWN. - - _ L - T- LIUr Nvl anVnnj 8 L .5 4X4.5",,5 S" 3w ALLOWABLE 2- I STS EA C LCOLUMN 12" MAXIMUN t OJ ACING e" MINIMUM O n <� CORNER FRAMING DETAIL ------ JS STS • 36" S O.C. STAGGERED 0 -- - FOR OTHER GUTTER/BM I ! t SECTIONS USE S • AS SHOWN •CORNER 1 - 11 � V ♦.S" 4.5" COLUMN h STAMPED I o� BRACKET OR ALUM. i m ALLOWABLE TWIN P LAN CHANNEL • ADJACENT COLUMN SPACING " COLS. AS SHOWN I L I ? (TYP. BOTH SIDES) • DETAILOO i •r j �� DTE: TWIN - COLUMNS MAY NOT E USED IF PROJECTION EXCEEDS 10'-0" TWIN - COL. CAP-EXTR. GUTTER/BM. CORNER A -B 4.5" EXTRUDED ALUM. CUTTER/BEAM - (SAME HIP RAFTER CONN. APPLIES TO OTHER CUTTER/BM. SECTIONS). - _ 10 SMS • EA. SIDE F WEB • 45000RNER 12 SMS • EA SIDE F WEB • 90000RNER TYPICAL COLUMN CAP - SEE DETAIL ©O 0 900 HIPRAFTER CONN. TO GUTTER/BMA /8 S.T. SCREW • 12" O.C. TCONT. .02" FLASHING ALUM. ALLOY 3003-H14 (NON-STRUCTURAL) FLAT PAN DECK SHOWN -4.5" EXTRUDED ALUMINUM CURER/BEAM SEE DETAIL. FOR DECK FASTENERS. FOR CONNECTION DETAIL SEE©ON SHEET 1 3" SO. COL 7 MOBILE - HOME COLUMN - 3" SO. SEE DETAIL K W1 B AT 45 PLAN ONLY FOOTING FOR CORNER COLUM" IS TO BE 14`X33"Xf'-8" DEEP WHEN "PROJECTION" EXCEEDS 10'-0" HIP RAFTER SEE OS OR(2X O ti E�RBTOP HIPRAFTER Y1 I CORNER HIP RAFTER DETAIL I 7 EXTRUDED GUTTER/BM. DETAIL ---------------- - .02" CONT. FLASHING EARTH ANCHOR SHALL BE MANUFACTURED 10 • 45' / 12 • 9(P v �INIIAR 1. ALUMINUM DESIGN PER "ALUMINUM CONSTRUCTION MANUAL" BY, THE ALUMINUM BY: W.E. REYMAN ENTERPRISES, INC. TO� V Z FIAT PAN DECK SHOWN (NON-STRUCTURAL) STEEL SHALL BE GALV. k HAVE TOP PORTION OF CUTTER/BM 3 5 O - WATER/CEMENT RATIO SHALL NOT EXCEED 7.5 GALLONS PER SACK OF CEMENT. 35 KSI MIN. Y.P. NOT SHOWN FOR CLARITY I H NDT : STEEL AUGER MAY BE USED USE: 2L'S 3"Xt 1/2"X3/16"Xt 1/4" CUTTER/BM• OR ORGANIC TYPES.- SOIL BEARING VALUE: 1000 P.S.F. MINIMUM. (6061-T6) FOR 3" ROUND COL: 4• FASTENERS TO BE GALVANIZED. OR CADIUM PLATED, OR STAINLESS STEEL OR uM. HIPRAFTER O Bl1TT h STANDARD EDT. BRACKET (6083-T8) EXTRUDED RAFTER DETAIL G ASHERS FORMED INTREGALLY WITH HEAD. FOR 3" SQUARE COLUMN. O 3" SO. COLUMN h 3/8" 0 THRU-BOL REQUIREMENTS FOR ENCLOSED STRUC ILDIN STEEL AUGER & BRACKET AS SHOWN AT DETAIL BELOW OO r. S. DESIGN LOADS: ROOF LIVE LOAD - 10 LBS./SQ. FF TRANSPARENT OR TRANSLUCENT MATERIAL CLASS OR ACRYLIC MAY BE USED AS A MATERIAL FOR ENCLOSING ALLOW. COL SPACING THE AWNING STRUCTURE -PERMIT AS REQUIRED. A P FT. N PUFT - 10 LBS./S0. FT. SC U l MALL CONFORM TO AS.T.M. DESIGNATION A-36. OL 4.5" EXT. GUTTER BY SHOWN o FOR 6'-0" PROJECTION MINIMUM LENGTH IS 20'-0" CURER/BM SPLICE U SAME CORNER REINFORCING LY TO OTHER j 9. ALL ALUMINUM ALLOYS SHALL BE AS SPECIFIED, OR AN APPROVED EQUAL WITH ONE END CUT ON GUTTER/ MP SECTIONS) 10. ALUMINUM IN CONTACT WITH STEEL SHALL BE PAINTED W/"JONES-DABNEY" ZINC - NOTE: SCREEN ENCLOSURES B WINDBREAKS SHALL S.P.A. 10-198 4{6 OWN / FCONNECTION L NOT BE ATTACHED TO COLUMNS. SMSEASFASTEN ® MINIMUM REQUIRED LENGTH OF STRUCTURE: 12144 EAST FT T1:JON 5421 EAST CHEYENNE AVENUE ROAD 71l DETAIL 0 !`l1DAIC'D C'DALAIAI!_ r19=TAII U HIP -RAFTER: 8 S.T. SCREW AT 2 - 4.5" EXTR. HDRS. _ OIL BACK TO jLACK.JL m 3'n TOP OF EACH RIB SEE DEr. W o I< _ - --- BENT PL 1.5" WIDE AE --------- ---- ALLOY 3004 LONG H36 W%UM ALAN. ROOF DECK O 110 STS AS SHOWN. - - _ L - T- LIUr Nvl anVnnj 8 L .5 4X4.5",,5 S" 3w ALLOWABLE 2- I STS EA C LCOLUMN 12" MAXIMUN t OJ ACING e" MINIMUM O n <� CORNER FRAMING DETAIL ------ JS STS • 36" S O.C. STAGGERED 0 -- - FOR OTHER GUTTER/BM I ! t SECTIONS USE S • AS SHOWN •CORNER 1 - 11 � V ♦.S" 4.5" COLUMN h STAMPED I o� BRACKET OR ALUM. i m ALLOWABLE TWIN P LAN CHANNEL • ADJACENT COLUMN SPACING " COLS. AS SHOWN I L I ? (TYP. BOTH SIDES) • DETAILOO i •r j �� DTE: TWIN - COLUMNS MAY NOT E USED IF PROJECTION EXCEEDS 10'-0" TWIN - COL. CAP-EXTR. GUTTER/BM. CORNER A -B 4.5" EXTRUDED ALUM. CUTTER/BEAM - (SAME HIP RAFTER CONN. APPLIES TO OTHER CUTTER/BM. SECTIONS). - _ 10 SMS • EA. SIDE F WEB • 45000RNER 12 SMS • EA SIDE F WEB • 90000RNER TYPICAL COLUMN CAP - SEE DETAIL ©O 0 900 HIPRAFTER CONN. TO GUTTER/BMA /8 S.T. SCREW • 12" O.C. TCONT. .02" FLASHING ALUM. ALLOY 3003-H14 (NON-STRUCTURAL) FLAT PAN DECK SHOWN -4.5" EXTRUDED ALUMINUM CURER/BEAM SEE DETAIL. FOR DECK FASTENERS. FOR CONNECTION DETAIL SEE©ON SHEET 1 3" SO. COL 7 MOBILE - HOME COLUMN - 3" SO. SEE DETAIL K W1 B AT 45 PLAN ONLY FOOTING FOR CORNER COLUM" IS TO BE 14`X33"Xf'-8" DEEP WHEN "PROJECTION" EXCEEDS 10'-0" HIP RAFTER SEE OS OR(2X O ti E�RBTOP HIPRAFTER Y1 I CORNER HIP RAFTER DETAIL I 7 EXTRUDED GUTTER/BM. DETAIL ---------------- - .02" CONT. FLASHING GENERAL NOTES: ALUM. ALLOY NO. 1. ALUMINUM DESIGN PER "ALUMINUM CONSTRUCTION MANUAL" BY, THE ALUMINUM 3004-1114 ASSOCIATION AND PER TITLE 25 OF THE CALIFORNIA ADMINISTRATIVE ODE. FIAT PAN DECK SHOWN (NON-STRUCTURAL) 2. CONCRETE MIX T0. BE BY VOLUME - 1:2.5:3.5(CEMENT, SAND, GRAVEL) ALAN. ROOF D 16 STS • 16" O.C. - WATER/CEMENT RATIO SHALL NOT EXCEED 7.5 GALLONS PER SACK OF CEMENT. COMPRESSIVE STRENGTH OF CONCRETE IN 28 DAYS TO BE 2000 P.S.I. MIN. NDT : STEEL AUGER MAY BE USED 3• SOIL MAY, BE ANY NATURAL SOIL OR MEDIUM TO COMPACT FILL EXCEPT LOSE • 45e &L 9CP CORNER PLANS OR ORGANIC TYPES.- SOIL BEARING VALUE: 1000 P.S.F. MINIMUM. 16 STS O EA' A RIB TYPICAL EXTRUDED RAFTER SEE DETNLOW 4• FASTENERS TO BE GALVANIZED. OR CADIUM PLATED, OR STAINLESS STEEL OR uM. HIPRAFTER O Bl1TT ( ' U ETAL SIDE PLATE ARE BE HEX HEAD POWER DRIVEN EXTRUDED RAFTER DETAIL G ASHERS FORMED INTREGALLY WITH HEAD. ( D ARE TO BE: 5/6"0X2" EMBEDMENT, HILT KWIK R I. RT ALLOW PULLOUT VALUE -2401. REQUIREMENTS FOR ENCLOSED STRUC ILDIN PACING F E D D SPACING OF FASTENERS. QVC STRUCTURES MAY BE ENCLOSED WITH READILY REMOVABLE r. S. DESIGN LOADS: ROOF LIVE LOAD - 10 LBS./SQ. FF TRANSPARENT OR TRANSLUCENT MATERIAL CLASS OR ACRYLIC MAY BE USED AS A MATERIAL FOR ENCLOSING HORIZONTAL WIND - 10 LBS. R. THE AWNING STRUCTURE -PERMIT AS REQUIRED. A P FT. N PUFT - 10 LBS./S0. FT. SC U l MALL CONFORM TO AS.T.M. DESIGNATION A-36. OL r MINIMUM REQUIRED LENGTH OF STRUCTURE A BE TO SOLID WOOD MEMBER OF THE MOBILEHOYE WALL. AWNING SHALL NOT BE CONNECTED TO THE MOBREHOME OVERHANGS. FOR 6'-0" PROJECTION MINIMUM LENGTH IS 20'-0" S. PAINT: "RUST-O-LEUM" (OR EQUAL) RUST INHIBITIVE PRIMER AND FINISH COAT. FOR 10•-0" PROJECTION MINIMUM LANGTH IS 25'-0" 9. ALL ALUMINUM ALLOYS SHALL BE AS SPECIFIED, OR AN APPROVED EQUAL FOR 12'-0" PROJECTION MINIMUM LENGTH IS 30'-0" 10. ALUMINUM IN CONTACT WITH STEEL SHALL BE PAINTED W/"JONES-DABNEY" ZINC - NOTE: SCREEN ENCLOSURES B WINDBREAKS SHALL S.P.A. 10-198 RICH 392-151 PAINT (OR APPROVED EQUAL) NOT BE ATTACHED TO COLUMNS. ENGINEERING REQUIREMENTS FOR PEAKED ROOF: VIKING BUILDERS INC.(t MINIMUM REQUIRED LENGTH OF STRUCTURE: 12144 EAST FT T1:JON 5421 EAST CHEYENNE AVENUE ROAD UNENCLOSED ENCLOSED P.O. Box 592 PEARBLOSSOM.CA. 93553 LAS VEGAS, NEVADA 89115 PROJECTION MIN. LENGTH PROJECTION MIN. LENGTH (702) 844-0301 DRAWN BY: W.J.C. DATE: 02/16/91 8'-0" 30'-0" B'-0" 2a'-0" 101-0" 'a'-°" TO '-°" 3s'-°" REVISED: M O B I L E H O M E AWNING ATTACHE D ROOF LIVE LOAD 10 P.S.F.1019$-2 /t4%2" S.M.S. AT EACH STUD, TWO STUDS EACH END.ORRM HANGERS ALUMINUM ROOF NOTE: COLUMNS MAY BEAR ON CONCRETE SUB IN LIEU OF FOOTINGS. CONCRETE SLAB SHALL BE A MINIMUM OF 3.5" THICK IN 0000 CONDITION AND APPROVED BY THE ENFORCEMENT AGENCY. COLUMNS SHALL BE INSTALLED NOT LESS THAN 3" FROM EDGE OF SLAB AND SHALL NOT CARRY MORE THAN 500 POUNDS WHEN BEARING ON CONCRETE SUB. EA. MOBILEHOME AWNING STRUCTURE SHALL HAVE ATTACHED THERETO, IN A VISIBLE LOCATION, AN APPROVED PROJECTION SEE SCHEDULE) IDENTIFICATION INSIGNIA. AND SHALL BE NOT LESS THAN 3"Xt 3/4" HANGER -.SEE DETAILS CUTTER/BEAM 0©00 SEE DETAILS '2 tZ ALUMINUM ROOF PAN -ALLOY 3004-H36 (SEE SCHEDULE FOR PROFILE, PROJECTION e: THICKNESS) (OR EQUAL) j II MOBILEHOME cc SCHEDULE a, &(D IS 1�_VERTICALLYINSTALL COLU l NATURAL IF 7 FT7 -- SEE ROLL -FORMED HANGER SCHEDULE BELOW FOR MAX. OVERHANG et THICKNESS. MOBILHOME END TRIM 1 1\2"X 1 1\2" WEEP HOLE IN BOTTOM OF CUTTER AT EACH END. - SEE O FOR ALTERNATE COLUMN PROFILES. CONCRETE SLAB (SCORED OPTIONAL) TWIN COL W/6" R.F. INSERT (ATTACHED MODEL) OPTIONAL ��_l ALUM. ALLOY ::'JO+-iIJ6 i `INSIDE DIM. 5., 1.09 R-.273.. 1.0" 1 -.0623" AEL-SQU EDULE *..'AT L 6" UM. F T A 3Doa-H3e 16" R.F. SPUCE. 0.035•'X1'-6" A 14.5" M. SPLICE, 0.13"X2'-4" rUEfAILS -2.5" NOTE: NO SPLICE AT THIS 312" tt COLUMN CHOICES: k COLUMN h AT END BAYS. 1• 2" SQ, X .042• X 12-0" MAX. HT. ON CONCRETE ON AUGERS OR NOTE: C4 ALUM. EXTRUSION ALLOY 6061-T6 UB fIi 3. 6...TUBE COL X 12-0" MAX. HT. CUTTER/BEAM 10'-0" i t 4. 1.5" SO. X .032" X 9-6" MAX. HT. SPLICE SHALL BE AT 9•-0" 5. 1.5" X SO. X .032" X 12-0" MAX. MT. 7'-10" ALTERNATE INTERIOR e. ALTERNATE UNICOLUMN OVER TWIN -COL W/ IO' -O" BAYS -SEE DETAIL MAN( SCROLL INSERT® ROLL FORMED HANGNO WATERPROOF MASTIC -CONTINUOUS 7'-10" NO (ATTACHYODELED CONT. ALUM. FLASHII 10'-0" 10'-0" 1_ S AC • no COLUMN SPACING SEE SCHEDULE OPTIONAL: 0.062- E(TRUDED OPTIONAL NOTE: TWIN -COL ALUM. 3004-N38 W 0 BM/CUTTER SPLICE AT ANY 1 1 ALLY. COLOR TRIM 1'-3" BAY WITHIN THIS SPACE l___j SEE DET NOTE: UNLESS OTHERWISE NOTED COMPONENT INTERCHANGEABLE WITH ANY OTHER COMPONENT OF THE DESIGNATED YODELS. -LT N -COLUMN. ELEVATION NOTE: COLUMNS MAY BEAR ON CONCRETE SUB IN LIEU OF FOOTINGS. CONCRETE SLAB SHALL BE A MINIMUM OF 3.5" THICK IN 0000 CONDITION AND APPROVED BY THE ENFORCEMENT AGENCY. COLUMNS SHALL BE INSTALLED NOT LESS THAN 3" FROM EDGE OF SLAB AND SHALL NOT CARRY MORE THAN 500 POUNDS WHEN BEARING ON CONCRETE SUB. EA. MOBILEHOME AWNING STRUCTURE SHALL HAVE ATTACHED THERETO, IN A VISIBLE LOCATION, AN APPROVED PROJECTION SEE SCHEDULE) IDENTIFICATION INSIGNIA. AND SHALL BE NOT LESS THAN 3"Xt 3/4" HANGER -.SEE DETAILS CUTTER/BEAM 0©00 SEE DETAILS '2 tZ ALUMINUM ROOF PAN -ALLOY 3004-H36 (SEE SCHEDULE FOR PROFILE, PROJECTION e: THICKNESS) (OR EQUAL) j II MOBILEHOME cc SCHEDULE a, &(D IS 1�_VERTICALLYINSTALL COLU l NATURAL IF 7 FT7 -- SEE ROLL -FORMED HANGER SCHEDULE BELOW FOR MAX. OVERHANG et THICKNESS. MOBILHOME END TRIM 1 1\2"X 1 1\2" WEEP HOLE IN BOTTOM OF CUTTER AT EACH END. - SEE O FOR ALTERNATE COLUMN PROFILES. CONCRETE SLAB (SCORED OPTIONAL) TWIN COL W/6" R.F. INSERT (ATTACHED MODEL) OPTIONAL ��_l ALUM. ALLOY ::'JO+-iIJ6 i `INSIDE DIM. 5., 1.09 R-.273.. 1.0" 1 -.0623" AEL-SQU EDULE *..'AT L 6" UM. F T A 3Doa-H3e 16" R.F. SPUCE. 0.035•'X1'-6" A 14.5" M. SPLICE, 0.13"X2'-4" rUEfAILS 24 - 110 S.M.S. t - 0.016" • 8' t 10' PROJECnONS t 0.023" • 12' PROJECTION . UNMARKED BEND RADII - 0.01" 3004-H36 ALUMINUM GUTTE 6" ROOF PANEL_ .0i1"PLEXIGLAS OR AS MANUFACTURED BY ROHM h HMS COMPANY, SEE TABLE FOR MAX. PROJECTION. � � esu' .les• . o L Jo . t E 6.00" r NOTE: REQ'D SCREWS ON TOP OF PANEL SMALL ALSO GO THRU SKYLTTE, EA O SIDE, TYP. B FLAT PAN SKYLITE 055" PLEXICLASS OR AS MANUFACTURED s BY ROHM 6 /IMS COMPANY, SEE TABLE FOR MAX. PROJECTION. PLEXIOLASS MATERIAL SHALL D FOR MAX. PROJECTION. 863 BIS D O 7e 61 c or ' n v �-- �- - 7 n 1 Fn r n F. no 5.213'• . I-155 .235" EFF"' e.0o" NOTE: DIM. TRI -"V" DIM. TWIN -'M' --- COLUMN EE MN BA�,S®THRIJ(TD CROSS SECTION "V" PAN SKY -LITE (TRI &TWIN) MINIMUM MAXIMUM COLUMN SPACING -2.5" SPACING 312" tt COLUMN CHOICES: k USE ANY GUTTER BEAM OR COLUMN 1• 2" SQ, X .042• X 12-0" MAX. HT. ON CONCRETE ON AUGERS OR 2• 3" SQ. X.024"&.042" X12'-0" MAX. HT. C4 ALUM. EXTRUSION ALLOY 6061-T6 UB fIi 3. 6...TUBE COL X 12-0" MAX. HT. "6 10'-0" i t 24 - 110 S.M.S. t - 0.016" • 8' t 10' PROJECnONS t 0.023" • 12' PROJECTION . UNMARKED BEND RADII - 0.01" 3004-H36 ALUMINUM GUTTE 6" ROOF PANEL_ .0i1"PLEXIGLAS OR AS MANUFACTURED BY ROHM h HMS COMPANY, SEE TABLE FOR MAX. PROJECTION. � � esu' .les• . o L Jo . t E 6.00" r NOTE: REQ'D SCREWS ON TOP OF PANEL SMALL ALSO GO THRU SKYLTTE, EA O SIDE, TYP. B FLAT PAN SKYLITE 055" PLEXICLASS OR AS MANUFACTURED s BY ROHM 6 /IMS COMPANY, SEE TABLE FOR MAX. PROJECTION. PLEXIOLASS MATERIAL SHALL D FOR MAX. PROJECTION. 863 BIS D O 7e 61 c or ' n v �-- �- - 7 n 1 Fn r n F. no 5.213'• . I-155 .235" EFF"' e.0o" NOTE: DIM. TRI -"V" DIM. TWIN -'M' --- COLUMN EE MN BA�,S®THRIJ(TD CROSS SECTION "V" PAN SKY -LITE (TRI &TWIN) MINIMUM MAXIMUM COLUMN SPACING -2.5" SPACING 312" SEE DET. Q COLUMN CHOICES: k USE ANY GUTTER BEAM OR COLUMN 1• 2" SQ, X .042• X 12-0" MAX. HT. ON CONCRETE ON AUGERS OR 2• 3" SQ. X.024"&.042" X12'-0" MAX. HT. C4 ALUM. EXTRUSION ALLOY 6061-T6 UB SAFETY STAKE 3. 6...TUBE COL X 12-0" MAX. HT. ALT: 10'-0" 10'-0" 4. 1.5" SO. X .032" X 9-6" MAX. HT. 9-0" 9•-0" 5. 1.5" X SO. X .032" X 12-0" MAX. MT. 7'-10" 7'-10" e. ALTERNATE UNICOLUMN _D.G. °'ER IO' -O" 6.5" X .024" X 12•_0" MAX. rIT. 9'-0" 9'-0" ROLL FORMED HANGNO WATERPROOF MASTIC -CONTINUOUS 7'-10" 7'-10" THICKNESS MAX. OVER CONT. ALUM. FLASHII 10'-0" 10'-0" 1_ •Iw.n . .Ute' Iwln Lwin .-.v .- .. --•- • 12" OR 11" TWIN "V' PAN FOR 1.5" S0. % .032• X 12'-0• YA%. HT. - NEET TRIM, TWO SIDES. 16"Xt 1/4" ROOF PANEL - 0.019" TO 10', 0.024" TO 12' ��� 01-Ft n= I I I " R-1" o C I _j 3.00" 7.101, 2.90" 13.00•• ITE: FASTEN STRUCTURAL PANEL • EA. VALLEY W//IO SMS TO SUPPORTING HEADERS 13" STRUCTURAL PANEL (ALUM. 3004-H36 OR EQUAL) 13" TWIN "V" PAN ROP SCREW -2.5" SPACING 312" SEE DET. Q 18'• O.C.) TWIN - ;t- /6 S.M.S. • k O Soo C's-It ILL m - n O C4 ALUM. EXTRUSION ALLOY 6061-T6 1 g" V-15' OR 2'-4" BEAM SPLICE (FULL • 24.00' .S♦ .33 .20' .44037" � -E� e er o - SEE SCHEDULE R� 123" - .25" I I 43" \ TYPICAL 36.61• i 20 in.35' •• .33'• .S ^ 1.10' .. 0'. .60" 1.10•• 4.001• 6,001. .. .80" 1.00" ALLOY 3004-H36 I. ALLOY 6061-T6 +t M NT) 24" TRI- "V" PAN (ALUM. 3004-H36) ta (FOR .013"SCVRE(t BEAM 3004-H3e NOTE: FULL MOMENT SPLICE. 064" EXT. SPDC ALUM. ALLOY 6061 -Te R-175" •?j' OUTSIDE ) (T.7I � ,3•' �i DETAIL QA 9" LONG MAY (FOR 4.51 EM. GUTTER -BM.) DI I� BE USED FOR SHEAR SPLICES. � +� R-175' OUTSIOCUTTER/BEAL JOINT ULE- " 2'• 54.5" 2" 3" .5.. " 6d) 15'• 643*I s - /e SM 1.60 1.44".75 .•9,. 7 - + + I + + 12- 12" TWIN "V" PAN (ALUM. 3004-H36) I 10 - /6 sus .9" GUTTER/BM 'SPLICE DETAIL (SHEAR) OPTIONAL COLUMN CONNECTION: OPTIONAL: COLORED ALUM. "SNAP -IN" TRIM. -r PAN - 06 S.M.S. • EA 'V' -2.5" CHANNEL 1 3 4X1 3 (_3/_32_X9- 312" 18'• O.C.) TWIN - ;t- /6 S.M.S. • k 1/4" BOLTS W/ WASHER EA 510E LONG ALUM. OY 6061-T8 - SEE DETAIL(2) m - n O LOCK. W 1 ? 3" So. • COLrl ALT: /8• WS o o'n 2 - /,2 S.M.S. TO EA 1 1/2" Ip COLUMN. n _D.G. °'ER L!4"BY. SEE DETAIL "E" -- °' r .2S" Ir R�FOP. FASCU TRIP. �3 JOF ED BRACKET AT EA • no t OPTIONAL: 0.062- E(TRUDED s TWIN -COL ALUM. 3004-N38 W 0 1 1 ALLY. COLOR TRIM /1.25" THRU E. 1•7Sa IL_ � -LT N -COLUMN. • = o I L: USE SAME DETAIL W/CHANNEL r_ 064" EXTRUDED GUTTER CNEET -FLEX" 035"R.F.CUTTER BEAM -ALUM. �1r I I 5/6X3/32X1 5/8" ALUM. 061 -T8. d L' e' i BEAM ALUM. ALLOY FASCIA TRIM a I 1 IF OR.035"R j! ALLOY 3004-H38 c J t TRI -Y" /10 S.M.S AT a 0 `I .150 "R ,•� ?ZZ 2 I 1.3" SO. TWIN -COLUMN FI o O.e e• E S.M.S. A EACH RIB•) OR O OR.035"R ,• c o 1.6 5" "' Inco ,,. 1 H � � AT 6• O.C.) -0- 9 w GUTTER/BEAM/COLUMN CONNECTION Y _ , TWIN -w" & FLAT PANS /8 S.N.S. AT EACH LOCK n I I IS: 1� MOBILEHOME W03 4" o + o I 11 • SEE DE1AL 7 IMM Y N I I .. " " CONTINUOUS R LATE - 1 SPUCE I I p �WASMER BOLT I L-- i- j; _ - FOR TOP SCREW .1261' 2.746" 1 / 2E•• ci / SPACING EE i 3~ S.Q ECOL. I ) 1 ST ;ARD BRACKEY 1 DETAIL Cq m ALUM. SPLICE, SEE DETAIL 072" N.UM. ALLOY 1 10 WOOD SCREW c FOR ill MOMENT SPLICE ]" SQ. COLUMN 8063-T6 W/.S O �" LONG W/3/4" DETFOR FU BOLT THRU COLUMN - = WD. PENETRATION 2.50" ROOF PAN - AT 8" O.C. - FOR COLUMN CONNECTION SEE DETAIL©@ 032" ROLL -FORMED 4.5" EXTRUDED GUTTER/BEAM 6" ROLLFORMED GUTTER/BEAM/COL. CONN. O.30o °H36 (ALUM. 30[4-h+30) SEE DETAIL © FOR FASTEN S /0• .774" _ NOTE: 1.07' IF HANGER IS USED TO {6 STOP SCREW PROVIDE AN OVERHANG M 6'-0" O.C. MAX. I D D S�.E�R�GFAND MIN. PA 4 SCREWS ;O.UlMOME ACCESSORY BUILDING OR STRUCTURE- REQUIRED THICKNESS. ^� PER PATIO COVER 1 4RAETM AND SAFELY COOL, D4VtS10N 13, PART 2 ROLL FORMED HANGER DETAIL OP SCREW I APPROVED SPACING TWIN -COIL SEE DET. Q { SUWECT TO CORRECTION3 NOTEDI F.. 9- ..I SEE DETAIL NOTE: I I I STAMPED BRACKET ALUM. moo. 0. 0„ FLASHING FASTENER ..t% -bo or opp'.•. o..r' 0..iW.A •y ALLOY 3004-H36 W/1/4" ETC. Al SAME AS d.+Mliow Ir o r.p.lr.ey.h d "plkeWo fte1. I... o.d Q BOLT TO STAKE 1 SEE DETAIL t 1 Slur. d GdR«"t. NATURAL GRADE ALUM ALLOY 6063-T6 IF 2X STRINGER USE poporl...r .1 No".:"p ."d Co.r•un6r D..obarin pI .5"'g7' /10X1" W.S. • 12" r I I I i I- O.C. (IF EXISTNC Of .10 DES AND STANDARDS I 111-1 - j j -III -III -III- FOR FASTENERS. SEE DET.® STRINGER IS 1X WOOD USE /10X1" W.S. 1/4"4 MACHINE BOLT L 0.6" D.C. WITH _ - Do O EXTRUDED ALUMINUM HANGER DETAIL QJ 3/4" WOOD PENETR- (U9 ...1 ATION). FOR BALANCE OF SAFETY I6 END STOP SPA NO...�Q l4?6T STAKE SEE DETAIL 0 SCREW • 6. O.C. BASES SHOWN • DETAIL O MAY BE USED W/SAFETY STAKE WOOD STRINGER This Pian Aporovol EXpire - SAFETY STAKE - TWIN COLUMN. BASE S.P.A. 10-198 (EXISTING) L40BILEMOME F Oe0.OFRe_ - L -FOR FASTENERS SEE DETNLOH EXTRUDED HANGER DETAIL N0. 13857 \\� CNIL Uc ... _Z4v, ENGINEERING VIKING BUILDERS INC. 12144 FAST FT TEJON ROAD 5421 EAST CHEYENNE AVENUE P.O. BOX 592 PEARBLOSSOM,CA. 93353 LAS VEGAS. NEVADA 89115 DRAWN BY: W.J.C. DATE: 01/15/91 REVISED: W.J.C. 03/29/93 S. P. A. 10-198 W.J.C. 02/23/93 110198-, 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 permitwill 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 NO[ I 2. I HAVE[/A ] HAVE NOT[ J sign an application for a building permit for the proposed *6rk. 3. I have contracted with . the following person (firm) to provide the proposed construction: NAME: /Y ADDRESS: CITY: - PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person -to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 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: SOCIAL SECURITY NUMBER: DATE: L _lk - Cid NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. _ This verification must be completed and returned to our office before . we are permitted to issue the permit. OVER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself. as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party 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 you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials -and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance cow, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract 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 "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. ina!rel , i Michadl C. Viei:a, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER M10 c C. � � • � `.. ft�•ff moi.) �, ' ` o M10 NOTIS ht the attad —IQQut Lid U01 .Z ---..Pages . 11 c C. NOTIS ht the attad —IQQut Lid U01 .Z ---..Pages . 11 A— iL.. Tf G PLYWOOD CC EXT. z_ I- FRMNG. F CLIP = _ - ' STAIR STRINGER. 4B•o.c,. MAX. -TOP VIEW HAUDI;AIL NOT SHOUIN FOR CLARITY. 3/g 80LT LJ MOBILE HOME OR DECK �'' a i KK MTL. FRMW CLIP (EA. DE 9'MIN. \�`+ 4'x4' POST • �' 2'x 12" 02DF.7 t3" r11N• DOLTS GIRDER 4'x4" POST - AVE04TE• D060NAL 13RACING. x Io i 2",c4" PRESSURE" rai�TCr oR r RFDWOOD AI A T F GUARDRAIL. E DECKIWG PRECAST e ER -� 0 HIM r MRS, 14!-14 d MIN. Poor i NG z_ I- FRMNG. F CLIP = _ - ' STAIR STRINGER. 4B•o.c,. MAX. -TOP VIEW HAUDI;AIL NOT SHOUIN FOR CLARITY. 3/g 80LT LJ MOBILE HOME OR DECK �'' a i KK MTL. FRMW CLIP (EA. DE 9'MIN. \�`+ 4'x4' POST • �' 2'x 12" 02DF.7 t3" r11N• DOLTS GIRDER 4'x4" POST - AVE04TE• D060NAL 13RACING. x Io i 2",c4" PRESSURE" rai�TCr oR r RFDWOOD AI A T F USE 9" LONG CHANNEL - 'd' r(„1l4rrp•rt ACC t356dT SU.. +two- o FOR TWIN COLUMN h n f -I - o - DET. L FOR 3" S0. COL _D:,4" POFES n I� I 1/e" SENTPLATE _. ^ �QQ S/p� wAT1M .r+D s.rtn coot awsloN 13. vAtr s _' t/ 4'• M.S.. W11'STD. 3.5" O �Q` QpNOVgNc q( A P P R'O V 11 D • ' o WASHE (2-TOTAL) •, �; R-0.25" o L a o •--- j� y9( �2 SUlItCT TO CORUCTIONS NOTED BL NUT SEE DEIN EI -� t-0.024" ` .o � 1 .5 SQ. TWIN COL. w m' N19 0. 1 a z 4ro'^d d.•• m 0.0-bt. a opp, . oq omhAn ., RACKET I WELDED PL BRKT. � o ., ALUM. ALLOY 4-H a rt 3857 m 1 (TWIN-COLS. 7.5•• CENTERS) EXP 2 T rp.inaa•h d .pP11e.M• Stas. b.• o.d n r NOTE: 9" LONG CHANNEL Y 9C" - 2'.' ALUM. COL. 5.75" a I ALSDBE USED-SEE DETAILS (N.UM. ALLOY 3004-MJ6 arab d Ca11tw.M \ - t - 0.125„ CIVIL �P 16 3 18., -.- o Q r� w rw•.r .I No.G" .375" - 1.735" 1.735" 1.735" .375" - Q� C(Ljtv"i oo' R o. Cas..anBr, 0.-•bprm %2.5" H_j$: REYMAN AUGERS SMALL �� d `. . , _OOT ' N BE USE IN SAND dt GRAVEL I- -I n� r R-0.125"n n�0•'- I Otv1:K7u DES +A1,31 STANDAtDS - C H R. • WITHOUT COHESIVE BINDER. Z c o 17 L ^ LONG C NEL I CLAY OR AIn LOOSE SOIL SOTS 1" O 5/18"SEE DETAIL y DOf i� -MATERIAL - L % 8SO""O.BS" 1.0" 1.0" '^ 1.935•• T�'o" "'•T AS MANUFACTURED BALTERNATE DOUBLE-NUT E. RKEY AN U N I C O LU M W SPA NO•�r9 c _Io - I ENTERPRISES. INC. FOR ALL OTF�ER (3003-H18 ALUM. ALLOY) 1/4•' 0 M.B. W/STD /`La"- _ AUGER HELIX AUGER INFO. REFER TO DETAIL (!y .12• MAXIMUM HEIGHT n ^ 6.001• _I (SOIL TYPE CONT.) CLASS 4 - COMPACT This Pion Approval GRAVEL AND SAND WITH SMALLiAM0UNT5 OF CLAY. PF Oval Expire 3/16 0.04" ALUM. CLIP AS = 6" NEET TUBE COLUMN CLASS 2 - DENSE CLAY SHOWN AT DETAIL -ALUM. ALLOY 3003-HIS - INPRECIRATED W/FINE SAND _ FASTEN WGse SMS RU I - © To 3 16 NOTE: EARTH ANCHOR MAY BE USED IN THE 12'-0" OR LESS 4.0" OLA' CUTTERG. 6: SPLICE COLUMN PROFILES I FOLLOWING SOIL TYPE, AS'DEFlNED BY THE HIP RAFT. (TO FLC. NOT SHOWN) CWS r" UNITED STATES BUREAU OF PUBLIC ROADS: EARTH ANCHOR SHALL BE MANUFACTURED /10 • 43°gt�/ 12 O 9� V 4.5" EXTRUDED ALUM. CLASS 8 - COMPACT FINE SAND W/PLASTIC BY: W.E. REYMAN ENTERPRISES, INC. IMIIAR TO UD as Z GUTTER/BEAM -- CUY BINDER STEEL SMALL BE GN.V. k HAVE TOP PORTION Of CUTTER/BM ; u (SAME HIP RAFTER EARTH ANCHOR SMALL BE MANUFACTURED I 35 KSI YIN. Y.P. NOT SHOWN FOR CURRY o a CONN.. APPLIES TO BY: A S. CHANCE CO. MOBILENOME---- ---- r rn OTHER CUTTER/BM. t USE: 2L'S 3"XI 1/2•'X3/18"Xt 1/4" - CUTTER/SM- STEEL - SECTIONS). NEET R TRIM in I STEEL SWLLL BE MY. k HAVE 35 KSI YIN. Y.P. HANGER (8061-TB) FOR 3` ROUND COL /110 SYS • EA SIDE T-SIDE OR n \ i k STANDARD EXT. BRACKET (8063-TB) OF WEB • 450 CORNER AUGER HELIX - Z _ /12 SYS • EA. SIDE i - USE: 2L'S 3"%1 t/2"X3/18"Xt.t 4" W FOR J" SQUARE COLUMN. b OW 1 O AS SHOWNATDETAIL 8„ BELOW -BOL F WEB ♦ 90000RNER • Icy- -- `7== �d__ �_I _ , 3 16 (6081-TB) FOR 3" ROUND COL _ o I - STEEL AUGER & BRACKET Ae .5" SQ. TWIN COLUMN 4.0" DIA Y 6: STANDARD EXT. BRACKET (6083-TB) I LLOW. COL SPACING �- TYPICAL COLUMN W/NEET ®TRIM: 1 OR 2 SIDES FOR J" SQUARE COLUMN. O CAP -SEE DETAIL ALUMINUM ALLOY 3004-H36 STEEL AUGER & BRACKET. M 3 " `(SAME CORNEUR REINFORCINCN ©OO STAMPED ALUM. BRACKET MAY BE USED AS COLUMN BASE. J" 50. COLUMN 'J' < CUTTER/BM SPLICE U DETAILS APPLY TI OTHER �a I WfTN ONE END CUT ON GUTTER/BN SEXTONS) 1.3 4%t 5/8%3/32X9" 1 3/4X1 5/SX3/32X1 1/2" - o I 46 5 SEAS OWN / ® FCONNECTIONL O LONG EXTRUDED N_ LONG EXTRUDED A4 a n - ALUM. ROOF DECK P � - CHANNEL W/1 - 1/4" b 15" SO. TWIN _ -_ o , T DETAIL BOLT THRU EA. ls" O.L.C_ gEE - CHANNEL W/1-1/4" p .- , I 1 - OU 90° HIPRAFTER CONN..fTO GUTTER BM. 50. TWIN-COLUMN' DETAIL BOLT OR 2 - %14 it _ (AL. ALLOY 6061-T6) SCREWS THRU EA _ CORNER FRAMING DETAIL / (MAY ALLOYUSE 60E DET. „ 1.5" SO. TWIN COL AT. COLUMN CAP W/ - (AL. ALLOY 8061-T6) '.75" I 4.00" I L73;' 4% 2 - 1/4" 0 BOLTS OR 5 1/4" BOLT OR (MAY USE SAME DETAILS r• _ I HIP-RAFTER: - B S.T. SCREW AT - 2 - 12 SCREWS TO 12 SCREWS O COL CAP W/2 - t/4" �r �� 2 - 4.S" EXTR. HORS. m 31- TOP OF EACH RIB f8 S.T. SCREW • 12" O.C. j % BOLTS OR 2 - 12 ` I 1 1 - 3 8" BOLT • I BACK TO ACKda _ GUTTER/BEAM SEE THRU EA�'S'E "ER/BM. Y - -- -- '- SE Q O CONT 02" FLASHING DETAIL QD SO. COLU1 THRU OLU N - -- -- -- - - -- -- (E7 \ - - E DET. W �'o, C I V� AT a3 PLAN ONLY r •' CCONCRETE ALUM. GUTTER/BEAM. \ TOP OF< ----- ALUM ALLOY }00}_N14 I 8" FOOTING FOR CORNER 1 HEIGHT-99" OTWIN-COLS-12'-0" • `--------(NON-STRUCTURAL) I MAX, COLUMN IS TO 8E " CRETE c II •� �jl FOR ALT. COI. OTHER COLS. FOR THIS CONDITION ONLY. �� J BENT PL 1.5" WIDE _ _-- MOBILE- , I 14-X33-XI--6- DEEP T CONN. USE 4 - O(I I�� X.04"X4" LONG -ALUM. M. ROOF DECK HOME I WHEN "PROJECTION" 1 - �- 12 TEK 2 EA SIDE �J ALLOY 7004-H38 W/ FLIT PAN DECK SHOWN. I EXCEEDS 10--D- i OPTIONAL ANCHOR BOLTS (1 EA. COL) '� E Q O /10 SYS AS SHOWN. _ t 1/4" X 10" MACHINE 80LT W/6" MEED. MIN. o STANDARD EXTRUDED BRACKET UM. 45CORNER PLAN N X 2` RAMI DRIVE ANCHOR LC.B.O. No.204, MINIMUM ' NlOY 8087-TB W/2 - 3 B" - '1/2" X "MDI" EXPANSION ANCHOR. PULL-OUT X2" RAWL ORNE ANCHORS MIN. I r,--�=*_�'----_- (LC.B.O. APPROVN. No.2B9S) 2756 EA. PULL-OUT VALUE 275/ EACH. 12'-0" OR LESS J CUTTER . . .' 4.5" EXTRUDED ALUMINUM I I--*--I a TWIN COLUMN ANCHOR DETAIL ® EXTRUDED ALUM. BRIC'T BASE ® � CUTTER/BEAM SEE - ..I 8 ♦ 4.5"f`1 5" DETAIL©FOR DECK _________ _ ���s}__ FASTENERS. MAN GER I 2-f8 STS EA G da MIP RAFTER OWABLd /e STS O EA CONT. 02" FLASHING ALUM. Y081LEHOME MALUM. ROOF DECK i 3vi jU!jN I I SEE OS OROX 3" + - J" + - RIB (EA SIDE) ALLOY 3003-H14 (NON- _ 1 0 o COLUMN 12" YAXIMUN 1 1 FOR CONNECTION DETAIL COLUMN - 3" SO.. /B STS • TiP OF EA RIB STRUCTURAL:) HANGER - I IT ACING 8" MINIMUM O - I 1 O - i .\ , io I I SEE C ON SHEET 1 SEE DETAIL K yG CONT. .02" FLASHING -- --- '- - __ I _HIP RAFTER U CORNER FRAMING DETAIL-------- ' - y w �® i %B STS O 38" STAGGER I M. ALLOY 300}-H14 ----- - SO. COL (NON-STRUCTURAL) 8 STS O 36" 2.5" ROOF DECK- Z _ P8 STS • 36" ff8 •STS IO TOP I AGGER EA. SIDE SEE SCHEDULE - > O.C. STAGGERED / .Q O iSf EA RIB -I > I . - STs • TOP CORNER--.HIP RAFTER DETAIL ,s %' V gal EA RIB HIPRAFTER Y1 ---------------- - _______ ___ 1/4' 0 Y.B. AL- 4'5• EXMUD o ALUM. ROOF DECK _ EXTRUDED' GUTTER/BM. DETAIL - /STD. WASHER SEE DETAIL C FOR c I - ALUM. ROOF DECK DECK FASTENERS. 1 _ _ _ } _ j ---------------- - .02" CONT. FLASHING GENERAL ROTES: SEE SCHEDULE-' ° ~ ' I t ALUM. ALLOY NO. 1. ALUMINUM DESIGN PER "ALUMINUM CONSTRUCTION MANUAL- BY: THE ALUMINUM SHEET , - - - - - - I = 3004-H14 ASSOCIATION AND PER Tfil.E 25 OF THE CALIFORNIA ADMINISTRATIVE CODE. :. STANDARD BRACKET - .�'� FLAT PAN DECK SHOWN (NON-STRUCTURAL) 2. CONCRETE MIX TO BE BY VOLUME - 1:2.5:3.5(CEMENT, SAND, GRAVEL) .072" ALUM. ALLOY- 3/8- THRU-BOLT I ALUM. ROOF- WATER/CEMENT RATIO SHALL NOT EXCEED 7.5 GALLONS PER SACK OF CEMENT. 6063-T8 / I `t -#8 SYS • 19" O.C. 000 P.S.I.' ------ ------------ - -__J_-_ 1 COMPRESSIVE STRENGTH OF.CONCRETE IN 28 DAYS TO BE 2 MIN. /8 ST'S EA RIB 3" SQ. COL= - - NOTE: STEEL AUGER MAY BE USED 3. SOIL MAY 8E ANY NATURAL SOIL OR MEDIUM. TO COMPACT FILL EXCEPT LOOSE 2.66" SEE DETAIL Q O 4S & 9XPCORNER PLANS {. I BOTH FIANCES ALUM. OUTTER/BEAM OR ORGANIC TYPES.., SOIL BEARING VALUE 1000 P.S.F. MINIMUM. STAINLESS TYPICAL EXTRUDED RAFTER W4X2.66 •r CORNER ♦, FASTENERS TO BE GALVANIZED. OR CADIUM PLATED, OR STAINLESS STEEL, OR ALUMINUM ALLOY No.6063-T8 W 1 REINF. je STS O EA RIB TYPICAL EXTRUDED RAFTER SEE DETAILOW 2024 - T4 ALUMINUM. HIP-RAFTER © HIP-RAFTER O o X HIPRAFTER (a) SCREWS THRU METAL SIDE PLATE ARE TO BE HEX HEAD POWER DRIVEN EXTRUDED RAFTER DETAIL EXTRUDED GUTTER/BEAM DETAIL 90 CORNER PLAN O EXTRUDED RAFTER DETAIL O SCREWS WITH WASHERS FORMED INTREGAILY WITH MEAD. T-L'S 4"X1.5"X3/18"%1.25" EXTR. CUT/84.-- (D) -SELF DRIVING I ANCHORS ARE TO 8E: 5/8"0X2" EMBEDMENT. V HILTI KWIK GUTTER/BEAM HIP RAFTER NOT SHOWN AL ALLOY 608-TB W/1/4" REQUIREMENTS FOR ENCLOSED STRUCTURES: eolTs PER I.B.C.O. S E AND PACING F ALLOW PULLOUT VALUE-2401. © ® FOR CLARITY - OTHER BOLTS THRU. 1.5" SQ. COL O 90P ------------ ----- (e) SEE DETAILS FOR SIZE AND SPACING OF FASTENERS. MATERIAL NOT CALLED O _ I 73. 7•• STRUCTURES MAY BE ENCLOSED WITH READILY REMOVABLE S. DESIGN TOADS: ROOF LIVE LOAD - 10 LBS./SO.-FT. - - OUT RI SAME AS SHOWN TRANSPARENT OR TRANSLUCENT MATERIAL, GLASS OR HORIZONTAL WIND - 10 LBS./SQ. FT. rI _ ACRYLIC MAY BE USED AS A MATERIAL FOR ENCLOSING WIND. UPLIFT - 10 LBS./50. Fr. TYP. EXTRUDED x _ AT DETAIL \ _ _ r• r � �e r ✓SHE /GDEfNLS. ®©©0 ALUMINUM ROOF 14X2" S.M.S. AT EACH D. TWO STUDS EACH END. ORROCT HANGERS NOTE: COLUMNS MAY BEAR ON CONCRETE SLAB IN LIEU OF FOOTINGS. CONCRETE SLAB SMALL BE A MINIMUM OF 3.5" THICK IN GOOD CONDITION AND APPROVED BY THE ENFORCEMENT AGENCY. COLUMNS SHALL BE INSTALLED NOT LESS THAN 3" FROM EDGE OF SLAB AND SHALL NOT CARRY MORE THAN 500 POUNDS WHEN BEARING ON CONCRETE SLAB. Fit MOSILEHOME AWNING STRUCTURE SMALL HAVE ATTACHED THERETO, IN A VISIBLE LOCATION, AN APPROVED PROJECTION SEE SCHEDULE IDENTIFICATION INSIGNU6 AND SHALL BE NOT LESS THAN 3"X1 3/4" HANGER - SEE DETAILS CUTTER/BEAM 0©00 SEE DETAILS 2 ©, OD ®1 . ,.,. 'uriu , /2" MAIC. w,ALUMINUM ROOF PAN -ALLOY 3004-H38 (SEE SCHEDULE J T FOR PROFILE, PROJECTION 8 THICKNESS) (OR EQUAL) IIMOBILEHOME� O OPTIONAL COLUMN CONNECTION: NOTE: NO SPLICE AT THIS U 1/4" 4 BOLTS W/ SCHEDULE t 8Q (LITS LONG ALUM. OY 6081-T6 - COLUMN & AT END BAYS. INSTALL COLU NS SEE DETAIL OF 3" SO. • COL VERTICALLY HOTS 2. 3" SQ. X.024"8.042" X12'-0" MAX. HT. CONCRETE SLAB Id ON CONCRETE GUTTER/BEAM - 1 1/2" m COLUMN. SKYLITE MINIMUM SLAB SPLICE SHALL BE AT 4. 1.3" 50. X .032" X' MAX. MT. 5. 1.5" X SO. X .032" X 12'-0" MAX. HT. 6. ALTERNATE UNICOLUMN 6.5" X .024" X 12-0" MAX. HT. ROLL FORMED MANGER WATERPROOF MASTIC -CONTINUOUS MA%. OVERHANG .03 1_' CONT. ALUM. FLASHII BRACKET AT EA. D18" FLAT .018" FLAT 9'-0" B•-0" 020" FLAT .024" FLAT 7'-10'• 7•-10" ALTERNBAYS-SEE 018" TR.018" TRI 9'-0'• 9'-0" OVEKKAANNN( TWIN -COL W/ DETNLOR 41STAM�PED L: USE SAME DETAIL W/CHANNEL SCROLL INSERT® 5/8X3/32x1 S/8" ALUM. E7 CE (ATTACHED MODEL) 1.825SO. COLUMN SPACING SEE SCHEDULE GUTTER/BEAM/COLUMN �1 �� SAC OPTIONAL.. NOTE: BM/CUTTER SPLICE AT ANY 1'-3" BAY WITHIN THIS SPACE - SEE DET NOTE: UNLESS OTHERWISE NOTED COMPONENT INTERCHANGEABLE WITH ANY OTHER COMPONENT OF THE DESIGNATED MODELS. ELEVATION NOTE: COLUMNS MAY BEAR ON CONCRETE SLAB IN LIEU OF FOOTINGS. CONCRETE SLAB SMALL BE A MINIMUM OF 3.5" THICK IN GOOD CONDITION AND APPROVED BY THE ENFORCEMENT AGENCY. COLUMNS SHALL BE INSTALLED NOT LESS THAN 3" FROM EDGE OF SLAB AND SHALL NOT CARRY MORE THAN 500 POUNDS WHEN BEARING ON CONCRETE SLAB. Fit MOSILEHOME AWNING STRUCTURE SMALL HAVE ATTACHED THERETO, IN A VISIBLE LOCATION, AN APPROVED PROJECTION SEE SCHEDULE IDENTIFICATION INSIGNU6 AND SHALL BE NOT LESS THAN 3"X1 3/4" HANGER - SEE DETAILS CUTTER/BEAM 0©00 SEE DETAILS 2 ©, OD ®1 . ,.,. 'uriu , /2" MAIC. w,ALUMINUM ROOF PAN -ALLOY 3004-H38 (SEE SCHEDULE J T FOR PROFILE, PROJECTION 8 THICKNESS) (OR EQUAL) IIMOBILEHOME� O OPTIONAL COLUMN CONNECTION: COLUMNS -SfE U 1/4" 4 BOLTS W/ SCHEDULE t 8Q (LITS LONG ALUM. OY 6081-T6 - WASHER EA. SIDE INSTALL COLU NS SEE DETAIL OF 3" SO. • COL VERTICALLY o 2. 3" SQ. X.024"8.042" X12'-0" MAX. HT. CONCRETE SLAB Id ON CONCRETE (WHERE OCCURS) NATURAL SEEUOETNIS WE ®THRU® CROSS SECTION `SEE ROLL -FORMED HANGER SCHEDULE BELOW FORR MAX. OVERHANG h THICKNESS. MOBILNOME END TRIM 1 1\2"X 1 1\2" WEEP HOLE IN BOTTOM OF CUTTER AT EACH END. -SEE® FOR ALTERNATE COLUMN PROFILES. CONCRETE SLAB (SCORED OPTIONAL) TWIN COL W/6" R.F. INSERT (ATTACHED MODEL) OPTIONAL ALUM. ALLOY ::00+-ir36 -INSIDE DIM. R-.15" 1.01. R-.275" Rte..•., i.1 .O"� u-.0623" -223 L SFrSCHEDULE 6" FLATPAN ALUM. 3004-H36 I8" R.F. SPLIC£, 0.035••X1'-8" A 14.3" EXT. SPLICE. 0.13••X2•-4•' L 1211 _ I I SEE SCHEDULE 0 0 .25" N � 20 i1 II .33' 1. " •33" ^ L1.10.11.80" O" .eO.. I I ALLOY 3004-H36 I. ALLOY 6061-T6 AILS I ++ ++I++ ++ 1 � 1 J c I , I , --------------1--------T---- N + ++ I ++ ++ 1 24 - /10 S.N.S. 24.00" .20' - 037., 1.10" .35•' \\J`•\\\ h \ TYPICAL 4.00" 24" TRI- "V" PAN (ALUM. 3004-H36) t - 0.016" • 8' 8 10' PROJECTIONS t - 0.023" • 12' PROJEi?ION 1 UNMARKED BEND RADII - 0.01" 3C3/-H3e ALUMINUM GUTTER/BEAM SPLICE (FULL MOMENT 6" ROOF PANEL .O, -PLEXIGLAS OR AS MANUFACTURED BY ROHM 8 HMS COMPANY. SEE TABLE - ji - /8 S.M.S. • EA. FOR MAX. PROJECTION.'' ���y _ 1 RIB • 8" O.C.) TWIN - "V" h 'w4'4 1z fB S.M.S. • IFJ=�yI EA LOCK. ►�• W in i 17 0 o w + I I- T • 0 m o1F�L �o �I 1 I SEE DETAIL "E•• r ri T I .203" ;^ 1"58 FOR FASCIA TRIM. o W 3 1 \ 2.3" � � 3 r � ROTE: REQ SCREWS ON TOP OF _ , '• 625'1 7 PANEL SHALL ALSO GO THRU E-rn� SKYLITE. EA SIDE. TYP. FLAT PAN SKYLITE g I z.1eo"I.D• e&wRuuM� -U T < 1 1 OR.035"R i ALLOY 3004-H36 c �J 053" PLEXICLASS OR AS MANUFACTURED 6e Zc ' OR.035"R ��� BY ROMM & NAS COMPANY. SEE TABLE FOR MAX. NCO PROJECTION. PLEXIOLASS MATERIAL SMALL 3 ` . Z FOR MAX. PROJECTION. W c ees eeo' pI0 76 •a1 ^ I I SEE DES'NL o�^• 11 O I II of '1 .�.: • F o no 1/4" • BOLT i i , a n 1 F n,n �. �v! W/1vA5MER I --- --- � E7 I I i -Ir- ,Oo Z •130,• EA. SIDE OF 3" SQ. COLUMN W 3.3" 12" TWIN "V" PAN (ALUM. 3004-M36) /- MOBILEMOME W 3 a" +•1 / CONTINUOUS R UTE FOR TOP SCREW �11(jV/ SPACING SEE DETAIL to BRAC -2 i' `16♦ c.•1 3.06'•• 6.00" ~ I •133" 33 •SQQCO LIMN .072" ALUM. LUM. ALLOY 1 10 WOOD SCREW 233' Apl U U O.00" BOLT THRU COLLI N LONG W/3/4" NOTE: DIM. TRI -"V" 2.50" ROOF PAN � W0. PEN ON AT 8" O.C. DIM. TWIN -"V" .032" ROLL -FORMED ALUM. ALLOY 6" ROLLFORMED GUTTER/BEAM/COL. CONN. NO. 3004-H38 (ALUM. =4-1`36)© SEE DETAIL At FOR FASTEN S NOTE: IF HANGER IS. USED TO _ PROVIDE AN OVERHANG D D SMA%. OVERHANGELEVAFAND 4061ltNOer11, ACct330117 twLDIHG at sTauciullo- r. O REQUIRED THICKNESS. }Ne AlTll AND SAIEtt CODE. DtvlllOH 13, PAti 7 ROLL FORMED HANGER DETAIL i' APPROVED TWIN-COLu I t,� 9.. SEE DETAIL !W!!CT TO COR9ECTpW rWTED 1 I 4p,i.J d•" e•r eat4piae e.STAMPED BRACKET ALUM. r1•+1•li.a 6 -rte• °.T peiisn e.� ALLOY 3004-H36 W/1/4" p•be+••eh d epplkebl. Star• I.., °.d. @ BOLT TO STAKE SEE DETAIL 1 Sear. d C"IUwnie7 NATURAL GRADE - IF 2X STRINGER USE 0•pe•e.w.t d Ne"d.q Cowwuniry De.•1ep-•m - - /IOXI" W.S. • 12" I I _ "V" PAN SKY -LITE (TRI & TWIN) 9 / OPTIONAL COLUMN CONNECTION: 2.5" CHANNEL 1 3/4X1 3 8X3 32X9" 1/4" 4 BOLTS W/ 1OOF DECK LONG ALUM. OY 6081-T6 - WASHER EA. SIDE 1. 2" SO. X .042" X 12'-0" MAX. HT. SEE DETAIL OF 3" SO. • COL ALT: 2. 3" SQ. X.024"8.042" X12'-0" MAX. HT. NITHOUT 2 - /12 S.N.S. • EA. ON CONCRETE ON AUGERS OR - 1 1/2" m COLUMN. SKYLITE MINIMUM SLAB STAKE 4. 1.3" 50. X .032" X' MAX. MT. 5. 1.5" X SO. X .032" X 12'-0" MAX. HT. 6. ALTERNATE UNICOLUMN 6.5" X .024" X 12-0" MAX. HT. ROLL FORMED MANGER WATERPROOF MASTIC -CONTINUOUS MA%. OVERHANG .03 1_' CONT. ALUM. FLASHII BRACKET AT EA. D18" FLAT .018" FLAT 9'-0" B•-0" 020" FLAT .024" FLAT 7'-10'• 7•-10" TWIN -COL ALUM. W 1.23" 3THRU " 018" TR.018" TRI 9'-0'• 9'-0" 018" TRI .024" TRI 1 7'-10" 7'-10"THICKNESS E8 LT THRU EA. 1. N -COLUMN. 41STAM�PED L: USE SAME DETAIL W/CHANNEL 5/8X3/32x1 S/8" ALUM. 061-T6. 1.825SO. TWIN -COLUMN GUTTER/BEAM/COLUMN CONNECTION /- MOBILEMOME W 3 a" +•1 / CONTINUOUS R UTE FOR TOP SCREW �11(jV/ SPACING SEE DETAIL to BRAC -2 i' `16♦ c.•1 3.06'•• 6.00" ~ I •133" 33 •SQQCO LIMN .072" ALUM. LUM. ALLOY 1 10 WOOD SCREW 233' Apl U U O.00" BOLT THRU COLLI N LONG W/3/4" NOTE: DIM. TRI -"V" 2.50" ROOF PAN � W0. PEN ON AT 8" O.C. DIM. TWIN -"V" .032" ROLL -FORMED ALUM. ALLOY 6" ROLLFORMED GUTTER/BEAM/COL. CONN. NO. 3004-H38 (ALUM. =4-1`36)© SEE DETAIL At FOR FASTEN S NOTE: IF HANGER IS. USED TO _ PROVIDE AN OVERHANG D D SMA%. OVERHANGELEVAFAND 4061ltNOer11, ACct330117 twLDIHG at sTauciullo- r. O REQUIRED THICKNESS. }Ne AlTll AND SAIEtt CODE. DtvlllOH 13, PAti 7 ROLL FORMED HANGER DETAIL i' APPROVED TWIN-COLu I t,� 9.. SEE DETAIL !W!!CT TO COR9ECTpW rWTED 1 I 4p,i.J d•" e•r eat4piae e.STAMPED BRACKET ALUM. r1•+1•li.a 6 -rte• °.T peiisn e.� ALLOY 3004-H36 W/1/4" p•be+••eh d epplkebl. Star• I.., °.d. @ BOLT TO STAKE SEE DETAIL 1 Sear. d C"IUwnie7 NATURAL GRADE - IF 2X STRINGER USE 0•pe•e.w.t d Ne"d.q Cowwuniry De.•1ep-•m - - /IOXI" W.S. • 12" I I _ "V" PAN SKY -LITE (TRI & TWIN) 9 / -1 YCI.r\ 6 THICKNESS COLUMN CHOICES: 1OOF DECK WITH SKYLITE USE ANY GUTTER BEAU OR COLUMN 1. 2" SO. X .042" X 12'-0" MAX. HT. THICKNESS AT 4'-0" 2. 3" SQ. X.024"8.042" X12'-0" MAX. HT. NITHOUT O.C. ON CONCRETE ON AUGERS OR 12 3. 8" MEET TUBE COL'% 12'-0' MAX. HT. SKYLITE MINIMUM SLAB STAKE 4. 1.3" 50. X .032" X' MAX. MT. 5. 1.5" X SO. X .032" X 12'-0" MAX. HT. 6. ALTERNATE UNICOLUMN 6.5" X .024" X 12-0" MAX. HT. ROLL FORMED MANGER WATERPROOF MASTIC -CONTINUOUS MA%. OVERHANG .03 1_' CONT. ALUM. FLASHII 018" FLAT .018" FLAT 10'-0" ,0'-0" D18" FLAT .018" FLAT 9'-0" B•-0" 020" FLAT .024" FLAT 7'-10'• 7•-10" 01a"TRI .018" TRI 10-0" 10'-0" 018" TR.018" TRI 9'-0'• 9'-0" 018" TRI .024" TRI 1 7'-10" 7'-10"THICKNESS Ola" TWIN .018" TWIN 10'-0" 10'-0" • 12" OR 13" TWIN "V` PANS FOR 1.5" S0. X .032" X 12-0" MAX. HT. - MEET TRIM, TWO /6"X1 3/4" ROOF PANEL - 0.019" TO 10', 0.024" TO 12- .7" 1.00.- �= i R-.1'• o C R-.125 R-.1 ` q N33 R- ZI'41' 0.0 3.001, 7.10" 2.90" 13.00•• ITE: FASTEN STRUCTURAL PANEL • EA. VALLEY W//10 SMS TO SUPPORTING MEAD 13" STRUCTURAL PANEL (ALUM. 3004-H36 OR EQUAL) 13" TWIN "V" PAN ^' n � N yam' n 3e.e (� 035" R.F. SPLICE ALUM. ALLOY 3004-H36 (FOR .035" CUTT�R-SEAM ) NOTE: FULL MOMENT SPLICE, 064" EXT. SPLICE, ALUM. µ10Y 6061-T6 DETAIL G 9" LONG MAY (FOR 4.5" W. GUTTER -BM.) BE USED FOR SHEAR SSP��LI��CppELLS�. EE I i?UT'IER�u JOINT I S -/a SM + +I + + + I + + + to - is sus 9_ GUTTER/BM SPLICE DETAIL (SHEAR) OPTIONAL: COLORED ALUM. "SNAP -IN" TRIM. 312" h ` / c 5CRESMS • a 24" O.C. H • iV r .22 a! GOtJTTO R ER�am. I[ I 0.062 EXTRUDED -p e ALUM. COLOR TRIM 1 0 COM. ALUM. 064" EXTRUDED GUTTER "MEET-FLEX" TRIM 6061 -TG G1 ^ • !UM. ALLOY 1-Y PAN /10 S.M.S AT 1 r CHL K • 24" D.C.) OR • n 1 0 0.626• 8 S.M.S. A EACH RIB r � c4� AT 8" O.C.) o I TWIN -"V" & FLAT PANS /8 S.M.S. AT EACH LOCK �'! N `• j SPLICE jiD 1261• 2.748" I / 2�•• C4 ZALUM. SPLICE, SEE DETAIL FOR FU MOMENT SPLICE SEE DETAIL O FOR COLUMN CONNECTION SEE DETAILQ@ E 4.5" EXTRUDED GUTTER/BEAM SPACING SEE DET. V STOP SCREW 6'-0" D.C. MAX. MIN. OF 4 SCREWS PER PATIO COVER NOTE: FLASHING FASTENER ETC. Aft SAME AS DETAIL (G1 ALLOY 6063 -TS O.C. (IF EXISTING DIv1:pH DES At:D STANDARDS I -I I 1-I I I.I - ZFOR FASTENERS. SEE DET. STRINGER IS 1X WOOD - 11=III=III=11 r= USE /10X1" W.S. 1/4" 4 MACHINE BOLT L. • a" D.C. WITH �r DohKC� O EXTRUDED ALUMINUM HANGER DETAIL �J 3/4" WOOD PENETR- CMq" ..•) I OP SCREW ATION). FOR BALANCE OF SAFETY SPACINGSTAKE SEE DETAIL W SEE DET. m fa END STOP SPACINGSPA ; NO...0 �Q �Q d OZZ 5 4 Hoo CREW O 6. O.C. � BASES SHOWN • DETAIL d MAY BE USED W/SAfEI'f STAKE g=_Z; WOOD STRINGER fllf: Plan Approval Expire SAFETY STAKE - TWIN COLUMN BASE S.P.A. 10 -198 (EXISTING) NOW 1 MOBILEHOME I110FE " P SS/O ENGINEERIn+c VIKING BUILDERS INC. uio. EXT uTBH 15" .o �tv ��ONOVgtic4y< '2144 EAST FT TEJON ROAD 5421 EAST CHEYENNE AVENUE ra_� L•FOR FASTENERS SEE DETAIL(E EXTRUDED HANGER DETAIL ND. 13857 P.O. BOX 592 PEARBLOSSOM.CA. 93553 LAS VEGAS, NEVADA 89115 DRAWN By; W.J.C. DATE: 01/13/91 REVISED: W.J.C. 03/29/93 S. P. A. 10-198 W.J.C. 02/23/93--710198- 12" 1019 8 - 01 NATE: See th® atac-hed cm ,1 f�pages / n shy/ PLANNING DIVISION -BUILDING PLANr�APPOR� VAL n 11 — Use: ' Date: Parking: Landscaping: Other: Signature: 15-UTM C"11 Rt.3ILDING DEPARTMEW O 01 NATE: See th® atac-hed cm ,1 f�pages / n shy/ PLANNING DIVISION -BUILDING PLANr�APPOR� VAL n 11 — Use: ' Date: Parking: Landscaping: Other: Signature: 15-UTM C"11 Rt.3ILDING DEPARTMEW 1.. Owner's_ Name: k- p A 2. Assessor's Parcei Number: �, .__ i"--<.:-�f =•'a -- — Vii:."_. � �1 �•. 3. Installer's Name: 4. Is the site currently under permit? Yes[ ] Nom Permit No. =� - : a'? `y � 5. Is the site an existing site? Yes[ (If yes, fiunish two plot plans)..., �.. .__�+_.:._-.._�.:-at^. ____..,•.: .. ti�-.-"" --e%n _t��-t: :yob;.:�...._:rT'..7�:'l.�A'::a�S.�T:F-��:„`: .Y -r. .•: 6. What is the electrical rating 'of the mobilelionie?` -: Amperes 7. What is the mobilehome site circuit breaker rating? Amperes - rt 8. What is the el6&ffical ratingof the mobilehome site? Am eyes. P . �= r 9. Is the main service remote from the mobilehome site? Yes[ ] No[ ' ] If it is, what is the rating? Amperes. 1.0. Is there any other electric load to be served by the mobilehome site. -electric service ` (i.e. well, garage etc.)? Yes[ ] No[ ] Ifyes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: _ Load- Amperes- :< 11. Type of gas service at mobilehome site: NaturalVI Propane[ ] None[ 12. Size of gas pipe at the mobilehome site from the meter. : or tank: k� inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? (ft.). ' 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet 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 15UT'T'E GOC.lN" RUILQiNG DEPARTMEN F A P P M 0 V F May 1995 8.5 Mobilehome Manufacturer: 1114—r Ul e -5T dpil es Manufacture Year ,,-- . L� If other than single wide, furnish Setup Model Number: _ Width: gj�-f - - ft) Length:(ft.) Tagalong or E�cpando On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup_sheets._•_ FOOTINGS: Wood pressure grader/I or foundation / Other. � SUPPORTS: Concrete block(tr Other. Provide Tie Down Specifications for all Mobilehomes: ,- Pier -Footings Sizes and Location,,.,_::;:r: a<:; SINGLE WIDE MULTI --WIDE Line I 4�) ... ._ .. .a. Lme2 a .r .........................................�............................................................. Main ]' Cann Line2 ...................................... ♦............................................... _ 2 Lias 1 Line 3 Line Main Beams ............................................................................................ Liae ---.. .....: Line 1 • i ..s Tag or Triple rfe 4 1 Line 1 Piers: - Line l Openings Size minimum: r 1 x r 1. Size minimum: x [30]• Spacing maximum: Each side of openings From ends -maximum with width over: ` Line 2 Piers: Line 4 Piers: Size minimum: ,A x 3o. ]. Size minimum: x Spacing maximum: ` Q Spacing maximum: ` From ends -maximum /� From ends -maximum. ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): 3x a �t�C3o o�yk3o ��fJ�3o „ OVER 2"x 2"x 3/16" STEEL ANGLE DETAIL "A" CHASSIS FRAME 1/4'" GRIPPER PLATE (2) REQUIRED 1/4" GRIPPER BASE 1/2-13UNC-A307 x 4" BOLT WITH NUTS (4) REQUIRED 01 1/2" SCH 40 PIPE RISER WITH 01/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO 01/2" ADJUSTER HOLES ABESCO ABS PAD #503 STEEL FRAME -� SEE DETAIL "A 3/8" CAD PLATED BOLT, NUT & WASHER COUNTER BORED FLUSH WITH BOTTOM AT 8" O.C. (8) REQUIRED 1/4" STAND BASE ABESCO ABS PAD #503 36" MAX TO BOTTOM OF +PAD i 01/2"x 3" C.R. LOCK PIN WITH 01/8" BRIDGE PIN r� J COACH "C" FRAME - 10.00 -� O o 10.00 XO t-.. 09/16 HOLE (TYP) STAND BASE TOP VIEW TUF-1 PERMANENT FOUNDATION SYSTEM 8" 1/2" DIA. HOLE (8) PLACES 1'- ----- -- 30" STEEL FRAME TOP VIEW STATE APPROVAL ne �Upu. ,ri7z, a III cc:� irp• �� A r. �HNacacvotvD3 C5 IL �aa r J �Ao WAYNE T. POLVA00, PE—LISTING NO. F94249 SHEET 1 a1 3 COACH 1.J" FRAME 7." CHANNEL - 1/4" GRIPPER - 1/4 " Xi -1/4" 1/4"x1-1/4" PLATE TESTS TEK STS (4) REQUIRED (2) REQUIRED 1/4" GRIPPER BASE - 1/4" GRIPPER BASE 1/2" A307 BOLT (2) REQUIRED 3/8"x 6"x 6" - - 1/2" A307 BOLT (4) REQUIRED STEEL PLATE 1/2" A307 BOLT C—BEAM J—BEAM (2) REQUIRED ATTACHMENT ATTACHMENT 10.00 -� O o 10.00 XO t-.. 09/16 HOLE (TYP) STAND BASE TOP VIEW TUF-1 PERMANENT FOUNDATION SYSTEM 8" 1/2" DIA. HOLE (8) PLACES 1'- ----- -- 30" STEEL FRAME TOP VIEW STATE APPROVAL ne �Upu. ,ri7z, a III cc:� irp• �� A r. �HNacacvotvD3 C5 IL �aa r J �Ao WAYNE T. POLVA00, PE—LISTING NO. F94249 SHEET 1 a1 3 GMNEI{AL NU'FES GUS GUARD TUI' -1 1. D_ ESI Il LOADS: LIVE LOAD - 30 L8. ` FLOOR LIVE LOAD - 40 PSF WIND LOAD - 80 MPH EXPOSURE "C" SEISMIC ZONE "4" * SNOW LOAD 100 PSF (SEE NOTE #15) 2. THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. 3. CHASSIS SCAM SUPPORTS SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE "MOBILE HOME INSTALLATION INSTRUCTIONS". 4. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR, MANUFACTURED HOME SHALL BE READJUSTED WHEN DS EXCEEDS 1/4", OR WHEN IT WILL ADVERSELY AFFECT MOBILE HOME UNIT. 5. CARRY ALL FOOTINGS DOWN TO FIRM, UNDISTURBED SOIL. FOOTINGS ARE DESIGNED FOR 1,000 PSF TOTAL LOAD SOIL PRESSURE, AND SIIALL 8E COMPATIBLE WITH LOCAL SOIL CONDITIONS. COMPACTED SAND MAY BE USED TO FILL LOCAL VOIDS UNDER PADS. 6. STRUCTURAL STEEL: FABRICATED ACCORDING TO AISC SPECIFICATION. WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES -370 PLATES -ASTM A36 VOLTS -SAE GR 5=ASTM A449=ASTM A3725. 7. THE GUS GUARD ASSEMBLIES SHOWN ON THIS PAGE SHALL BE LISTEO AND LABELED BY BSK AND ASSOCIATES FOR THE FOLLOWING LOADS: AWO—AABLE LOADS: HORIZONTAL VERTICAL GUS GUARD TUF-1 2200# 6000# GUS GUARD MGP PAO 2200# 6000# GUS GUARD E -Z TIE PAD 2200# 6000# B. DURING PRELIMINARY INSPECTION, THE ESTIMATOR SHALL ENSURE THAT MOBILE HOME CHASSIS BEAMS ARE OF STANDARD SECTION. 9. EXISTING COACHES MAY BE RETROFITTED TO RESIST SEISMIC FORCES BY INSTALLING GUS GUARD TUF-1 UNITS AS SHOWN ON THIS PAGE OF TYPICAL FOUNDATION PLANS. 10. THE GUS GUARD TUF-1 SYSTEMS ARE SAFE FOR INSTALLATION IN FLOOD PLAIN AREAS WHERE DEPTH OF FLOODING DOES NOT EXCEED THE HEIGHT OF THREE FEET. G 11. MULTIPLE UNIT INSTALLATION 1S ACCEPTABLE PROVIDED" THE NUMBER OF TUF-1 UNITS UNDER EACH UNIT IS THE SAME AS SHOWN REQUIRED PER EACH UNIT. 12. SINGLE -WIDE UNITS REQUIRE ADDITIONAL RESTRAINT. • (SEE SHEET #3) • 13. ALL METAL COMPONENTS AND ATTACHMENTS ITEMS SHALL BE PROTECTIVE COATED. 14. WHEN CONCRETE SLAB IS IN EXISTANCE, PAD IS NOT REQUIRED. ANCHOR STAND TO CONCRETE SLAB WITH TUF - PERMANENT FOUR (4) 1/2"x 3 1/2" EXPANSION ANCHORS. 15. GUS GUARD TUF-1 FOUNDATION SYSTEM PROVIDES FOUNDATION SYSTEM ALLOWABLE SNOW LOAD TO 100 PSF WHEN INSTALLED ABESCO-GUS GUARD COMPANY WITH EXISTING STANDARDS REQUIRED BY COACH MANUFACTURER OR REPLACE THEM ON A ONE TO 5851 FLORIN - PERKINS ROAD ONE BASIS. SACRA AENTO_ CA 95R')t 16. FOUNDATION BLOCKS 16"x 16"02" POURED IN PLACE AT GROUND LEVEL MAY BE USED AT INSTALLERS DISCRETION ALTERNATIVE TO PADS. SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES E= 2' MIN. / 8' MAX. E= 2' MIN. / I V MAX. S= 6' MIN. /16' MAX. S= 6' MIN. / 22' MAX. — - - VARIES 10'-70' (SEE TABLE ON SHEET #3) E...... g _-- ' -RIDGE BEAM SUPPORT AS f. _ REQUIRED BY MANUFACTURER (TYPICAL) ED 8' NOM. l Cbz � Om. I 0---, El a-7 PADS IN ANY PAIR MAY BE ROTATED 90 DEGREES OR OFFSET TO OTHER SIDE TO AVOID CLEARANCE PROBLEMS. C 's� Exp. ` • `a 6 STANDARD M.H. FOUNDATION � PIERS AS RECOMMENDED BY PVC SERIES THE MANUFACTURER OR THE SUPPORT ENGINEER. TYPICAL THROUGHOUT PAD (TYP) STATE APPROVAL O o p ti H O b QQOd A p- 5� >Q� yy e. U V OKKo. C02 WAYNE T. POLVADO, PE—LISTING NO. F942.49 SHEET 2 of 3 1/2"x 3 1/2" 1/2"x 8" LONG EXPANSION ANCHOR (4) REQUIRED ANCHOR BOLT (4) REQUIRED -_„t��� t -1 1I �� IL�T1:�1�m`at ' - �•I1- ”; _ *=1l � Y �j'�111 t •. CONCRETE PAD INSTALLATION CHASSIS FRAME 1/4" GRIPPER PLATE (2) REQUIRED 1/4" GRIPPER BASE 1/2-13UNC-A307 x 4" SOLT WITH NUTS (4) REQUIRED 01 1/2" SCH 40 PIPE RISER WITH 01/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO 01/2" ADJUSTER HOLES ABESCO ABS PAD #503 -,, 11*11 STEEL FRAME POURED IN PLACE 16x 16x 12 CONCRETE FOUNDATION INSTALLATION / 36" MAX 70 BOTTOM OF PAD Yr" — 01/2"x 3" C.R. LOCK PIN WITH I 01/8 BRIDGE PIN III "IJ 3/4" DIA. x 18" LG. (4) REQUIRED 3/8" CAD PLATED BOLT, NUT & WASHER COUNTER BORED FLUSH WITH BOTTOM AT 8" O.C. \ (8) REQUIRED \ LIGHT HEAVY—WEIGI4T PLASTIC PAD INSTALLATION MULTI—WIDE UNITS SINGLE WIDE UNITS LENGTH OF WIDTH OF HOME HOME 24 26 28 40 [44'—l" ENGTH OF WIDTH OF HOME HOME 10 12 14 16 UP TO 44 8 8 8 12 P TO 44' 6 44'-1 to 66' 12 12 12 18 fo 66'6 66 OVER 66' 16 16 16 22 8NUMBER Of TUF—i REQUIRED VER 66' 10 10 10 10 NUMBER OF TUF-1 REQUIRED NOTE; SINGLE WIDE UNITS REQUIRE (4) E -Z TIE PADS. GUS GUARD TUF-1 PIERS ARE TO BE PLACED AT APPROXIMATELY EQUAL INTERVALS ALONG EACH FRAME RAIL. I � �- 37" 18 1/2" u;.;,. TUF-1 PERMANENT4 FOUNDATION SYSTEM ABESCO-GUS (;IJARI) COMPANY 5851 FLORIN - PERKINS ROAD SACRAMENTO, CA 95823 PH: (800) 382-8831 FAX: (916) 383-5207 WAYNE T. POLVADO, PE—LISTING NO. F94249 SHEET 3 of 3 STATE APPROVAL •moi• N gu C. O F- V TJ a ca 6 C) a 2 51!� & A sqv WAYNE T. POLVADO, PE—LISTING NO. F94249 SHEET 3 of 3 AND WHEN RECORDED MAS. TO% stars Covlr't'Y NU1WIMG D1Vlsrox 7 COUNTY CENTER ORM ORovn LE, CA 99966 Z00 1 —00 1 4 1 35 Recorded I REC FEE 7.00 Official Records I COPIES 1.00 CountyBUTTE f I CANDACE J. GRUBBS I Recorder 1 ROSEMARY DICKSON I Assistant I Maureen 12:39PM 10 -Apr -2001 I Page 1 of 1 AGRICULTURAL STATSMEN):' OF ACI1T4OW1XDGD1ENT FOR RESIDE "UL DEVEIAPbgM Section 164 ofthe rA tte Canty Code required this wJ wledg mm to be rewded prior to musuce of a building permit. The property described herein is a4seat to land or inctudod within an area zoned for agricultural purposes, and residents of this Property may be subject to itlootly or disoomfort from the use of a0tm111ural chemicals, including, but not limited to :wbicidsa, pesticides, and fertilizers; and from the pursuit of agric ulun i opawons mdutl s: but sot limited to adtivation,. plowiv& Wmyin& pru*& and harvesting which occasionally generate dint, •melee, noise, and odor. Butte County has established age iftW pcup xm and residents within said zones and on adjacent property slmu'd be prepared to aaxpt such' or d Mart firm normal; necessary farm operations. All that real property situate in the Canty of Butte, State of California, described as follows: Ape oel of land boing a potion of lata 1 std 3. Blot 111, Thetmalikk as shown m the Ofeiial Map of 7b=o&Ut% rroatded Jones. 1887 in the olfim of the Recorder of the County of Bu ft Soft of C 1ihmia, and more p iftuhrly dwwi:W ae Mow. Bggi oiog at a paint roadbed by an itm pin with tag RCS 15140 m the want line of 16a Street, aid point also being in the south line of Otand Ave.; dmmjlong the soutb line of «red Ave: S82 " W 152.00 Leet too point marked by on ' pin %"w RC.B. 1 S140, theme S 01 1' 3(rW 280.00 Leat to a point matted by as hm pin tagged R.C.B. 15140' dwsw S 89'39'06" E 155.53 foot to a point raadoe 'by an iron pia tagged RCS 15140; thanoo North 301.13 feet to the point of begi r*& oonwinkS 1102 Acnes. Datz,G1 ' `'� `,� PROP TY OWNERS: .' State dC�raftrala. County before sae, rte- q -?-.d i9 ; wvl / % � i'--/ ?erooeaw oPPearod DGr/a ; ri 1'�1. ���`+✓r�, r2 wIa S. Gtlh ;tm i r -c oenoaa0y 1mv" to aye (or proved es tart: on the bads deatlsU req evideaee) to W The penoa(s) wbcse nan>7(s) Ware subscribed to the wlehb tostt aelent and aclmowletd to ase that be/ehdtbey executed the sane In t bA6au*L* authorized anpaadtj(ka) sad that by hbiberhheir signature(s) on the hvtrumeat, the penon(s) or the entity upon behalf of wbieb the peraoa(s) a d4 executed fire Instraennt. A fflff#"K�4 1 •i k REBECCA L BLEDSOE I1C1JJ6Q�� CPSI ROD Cow MYCt� " / n6p,APR.13,=1 April 6 2001 Dwain Whitmire 1645 Grand Avenue Oroville, CA 95965 RE: AN 30-110-080 Grand Avenue, Oroville, CA 95965 Dear Mr. Whitmire, This letter is to confirm that Thermalito Irrigation District is approved by theDepartment of Health, State of California, to supply domestic water to users within..the District and that ample water for normal use and fire protection is available along with sewer service, to the above referenced parcels. This letter will expire one year from today. Best regards, 6�'� zcz David E. Bird, General Manager DEB/j e 1922 - 78 - 2000 Years THERIMALITO IRRIGATION DISTRICT A Public Agency DIRECTORS David E. Bird Manager/Secretary A. Floyd Matlock Division 1 John Jeffrey Carter Legal Counsel Robert H. Hartshorn Division 2 Vurden L. Tolman 410 Grand Avenue Division 3 Oroville, California 95965 (530) 533-0740 Stanley J. Huston FAX (530) 533-9243 Division 4 Ernest L. Reynolds Division 5 April 6 2001 Dwain Whitmire 1645 Grand Avenue Oroville, CA 95965 RE: AN 30-110-080 Grand Avenue, Oroville, CA 95965 Dear Mr. Whitmire, This letter is to confirm that Thermalito Irrigation District is approved by theDepartment of Health, State of California, to supply domestic water to users within..the District and that ample water for normal use and fire protection is available along with sewer service, to the above referenced parcels. This letter will expire one year from today. Best regards, 6�'� zcz David E. Bird, General Manager DEB/j e 1922 - 78 - 2000 Years SITE PLAN REVIEW APPLICATION Date: 4 -13 — O 1 Permit Number (if applicable) 0 1 — D"? (b% AP# 03o- 110-360 APPLICANT INFORMATION Parcel Size: 0'2— A C, Owners Name: 12 r W p ) N Owners Address: _ S Gte{q A)2� A VE, nr2_QV1 L -(,6 -C -A C1 Sq t9 Telephone No.: S3 Ll - Situs Address: 1 bTi� ST: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition Mobile Home ❑ Residential Accessory ❑ . Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other:. Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPiVENT SERVICES INFORMATION (For INFORMATION (For Staff Use)Use) Ij Approved ❑ Conditionally Approved 0 Site Plan Stamped Approved By Date 4 --'1 3� 0 Page 1 of 5 ❑ Resolve Problems Prior to Approval ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: i( • Flood Panel No.: D 7� Q C- Index Date: 6' " ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks:. ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear Height -------- —Waterway Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page2of5 I Applicable Development. Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road Thermalito Impact ❑ Other Amount Formula ------------------------------------------------------------------------------------------------------------------------- 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: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation Comments: ❑ Parcel Deemed to be legal Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Subdivision Map/Parcel Map: Map Date of Recording. Lot ❑ Use Permit/Minor Use Permit Permit Number: Book: 62. Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 9 V -so Page: ❑ 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 on slopes steeper than 30%. 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. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ 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. Page 4 of 5 s., 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. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5