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029-133-013
CERTIFICATE OF MERGER A.P.#029-131-012 & 013 029-133-@W j3 92-932E 1 EDSON, Marc 06 5269 Church St., Richvale F'4114 9�} Repair fire damaged electrical 029-133-9= PERMIT#96-1428 RAMIREZ, Sylvia 5269 Church St. ,.RichvaYe(�/ZbG�" 'Cont; Skycrest Bldg f Demo/SF 029-133-06�)•PERMIT#96-1429 RAMIREZ, Sylvia f2675,169 Church St:, Richvale Cont; Skycrest Bldg Mobilehome Utilities ELECTRIC ( 0 Q GAS LINE LPG 3/y COMPACTION TEST REQ !J o SUPPORT STRUCT REQ �Ib 029-133-00fpwW4 PERMIT#96-1430 RAMIREZ, Sylvia 526tf,;�Church St', Richvale Cont; Skycrest Bldg Mobilehome Installation„/?A� 029-133-013 / SALCIDO/RAWRL-/_, 01-1113 5267 CHURCH ST., RICHVALE Cont: SKYCKEST ENTERPRISES jj Mhl PERM FND Ea SITE/6 D K3 .t ':iiECOiDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 Recorded I Official Records I County of I Butte I CANDWE J. 6Rl1BBS I County Clerk-Recorderl I I 510:2M 14 -Jun -M I REC FEE 10.00 COPIES 2,50 CONFORMED COPY LN KL Page 1 of 2 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. JAVIER & SYLVIA A SALCIDO REAL PROPERTY OWNER/LESSOR P.O. BOX 243 MAILING ADDRESS RICHVALE BUTTE CA 95974 CITY COUNTY STATE ZIP 5267 CHURCH ST INSTALLATION MAILING ADDRESS, IF DIFFERENT RICHVALE BUTTE CA 95974 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-1113 530 538-7541 BUILfiING PERMIT' N0. TELEPHONE NUMBER �S P NATURE OF LOCAL AGENCY OFFICIAL DATE^ NONE DEALER NAME (if not a dealer sale, write "NONE') NONE DEALER LICENSE NO. SKYLINE HOMES INC 2005 7402 -CT MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER D2-70-0534-T-B/A 52'X 28' PSF902067/8 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 029-133-013 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK -Applicant GOLDENROD- Building Dept. EXHIBIT "A" Legal Description Merger/Steadman et. al. Lots 568 and 569 as shown on the 'Town of Richvale Subdivision, filed In the Butte Counter, California, Recorders office in Book 6 of Maps at Page 53, merged into one parcel. APN 29-133-07 Job #96-052 c�`��'••p-�30:0- •�gq�G9� Cr ¢ :U �;• N5 4085 �F OFC A1-\1 Planning Division «; Orovnie, Gcuiiorrntt 'i :; 1, �'. 1 :i r S, J..: i °' ', 1. :ti.• :s� .I,:�i .�c.r;t. f;,. �•e-��,. dYi� � ;�.i•. i� .. :Z".� _ r,n 2 ;^gin '.gig .: a. ;-�:;?! _ t::R4 � : �.e�•_ �E Lots 568 and 569 as shown on the 'Town of Richvale Subdivision, filed In the Butte Counter, California, Recorders office in Book 6 of Maps at Page 53, merged into one parcel. APN 29-133-07 Job #96-052 c�`��'••p-�30:0- •�gq�G9� Cr ¢ :U �;• N5 4085 �F OFC A1-\1 Planning Division «; Orovnie, Gcuiiorrntt 'i :; 1, �'. 1 :i r S, J..: i °' ', 1. :ti.• :s� .I,:�i .�c.r;t. f;,. �•e-��,. dYi� � ;�.i•. i� .. :Z".� _ r,n 2 ;^gin '.gig .: a. ;-�:;?! _ t::R4 � : �.e�•_ RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 14 -Jun -2005 2005-0033870 Has not been compared rith original BUTTE COUNTY 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. JAVIER & SYLVIA A SALCIDO REAL PROPERTY OWNER/LESSOR P.O. BOX 243 MAILING ADDRESS RICHVALE BUTTE CA 95974 CITY COUNTY STATE ZIP 5267 CHURCH ST INSTALLATION MAILING ADDRESS, IF DIFFERENT RICHVALE BUTTE CA 95974 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also propeny owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-1113 530 538-7541 BUI ING PERMIT NO. TELEPHONE NUMBER SitNATURE OF LOCAL AGENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. SKYLINE HOMES INC 2005 7402 -CT MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEMUMBER D2-70-0534-T-B/A 52'X 28' PSF902067/8 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 029-133-013 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK -Applicant GOLDENROD. Building Dept APR -26-245 e1-'46 MID UALLEY TITLE & EW_ROW 96 - 35 5,q .1 um S4 nwow,oft aft Job aL JUN OWA" 4a; qa WWq qltlAJ--nTN bTOb7AA T7:77 7C407 / 71 D Ir -M xr�`""" fR 3`'r�'''ERI ig FOUNDATIONr.�SYySTEM,tµ������ NMI' !b'i '� ! r+'L Y" [f - �_ih.. -''k ia'li �t �Y' try,._'.' R ry#` .i4J `•1G 4Y.'.`i�^,�Y�'�'[y. 't,} 0.t+y* CERTIFI k, APTE OKOCCUPANCY tR x � . J �K .r rI1 �.. �+«-#' .t �ii'1{a. x � 5�h��.w. � �3='4 � 'S'=;�iS,iLTM't�^*��a���'"•- 7 '� ✓� (��i',5 �• .1����_Krx„� ��)� xt�,� BUILDING PERMIT NUMBER: 05-113 Address or location of unit: 5267 CHURCH ST, RICHVALE, CA 95965 Legal Description of Real Property: AP#: 029-133-013 SEE ATTACHED R (x) Mobilehome/Manufactured Home () 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: JAVIER & SYLVIA A SALCIDO Owner's address: P.O. BOX 243, RICHVALE, CA 95974 INSIGNIA OR HUD NUMBER: PSF902067/8 11 SERIAL NUMBER OR V.I.N.: D2-70-0534-T-B/A MANUFACTURER'S NAME:SKYINE HOMES INV YEAR: 2005 OFFICIAL APPROVING INSTALLATION: Ol DATE: G PHONE: (530) 538-7541 H.C.D. 513C 101, TON (vq xgli 4TATEOF CALIFORMA NUMBER: BUSINESS, TRANSPORTATjOWAND.HOUSING AGENCY DEPARTMENT OFHOUSING -AND COMMUNITY-DEVELOF!MENT.,._ ---'�:brviSIONOF d0btt'" SfANDAkOS -8734-255 'MANUFACTURED HOUSING PROGRAM. MANUFACTURER. CERTIFICATE OF ORIGIN f5c rcl CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTURED FACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING NUMBER OF 2 ffSFD (SINGLE FAMILY DWELLING) El MUMH(MULTt-UNIT MANUFACTURED HOUSING -TRANSPORTABLE SECTIONS COMMERCIAL- COACH: OCCUPANCY GROUP. MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: SKYLINE.HOMES INC 90002 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: 1720 -EAST BEAMER STREET WOODLANDCA 95776 $ 76,252.25 (Street) (City), (State) (zip) MANUFACTURER TRADE: NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: WOODFIELD LIMITED 7402—CT 4/18/2005 NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF'.. DEALER NUMBER OR DATE OF TRANSFER:, SKYCREST ENTERPRISEE./COUSIN GARY'S -HOMES TRANSFEREE DESIGNATION: 4./22/2005 912-65 DEALER OR TRANSFEREE ADDRESS: 13468 H141 99-E CHICO CA 9,5973 (street (Citv)state Zi INVENTORY CREDITOR NAME: TEXTRON FINANCIAL CORP INVENTORY CREDITOR ADDRESS: P.O. BOX 16520 ST LOUIS MO 63105 street(City) (State) SECTION MANUFACTURER RIAL NUMBER HCD INSIGNIA OR. HUD LABEL NUMBER LENGTH WIDTH WEIGHT (INCHES) (INCHES) (POUNDS) D2-70-0534—T—B PFS 902067 624 '168 21,834 2 D2 70-0534=T—A : PFS 902068 624 168 23,114 TRANSPORTER NAME: BENNETT TRUCK TRANSPORT TRANSPORTER ADDRESS: P.O. BOX *179 DURHAM CA 95938 (street) (City) (State) DESTINATION FOR UNIT DESCRIBED ABOVE: COUSIN GARY'S HOMES 13468 HWY 99 E CHICO CA 95973 NAME) (Street) (City) (state) (ZIP) I Certify under penatty of Perjury'under V* Wn of the State cd California OW the above facts am true and correct ' 4/22/2005WOODLAND YOLO _ CA. Executed on at (Date) (City) (County) SIGNATURE OF AUTHORIZED AGENT v -�: DISTRIBUTION: ORIGINAL:(PINKi FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY I (WHITE) FORWARD TO THE DEPARTMENT AT. P.O. 80X'1828; SACRAMENTO; CA 958121828; 828 WITHIN FIVE (.5) DAYS OF RELEASE.- COPY 2 �YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANYTHE UNIT TO ITS DESTINATION. f , Official Records .Database Inquiry Doctunent Detail Page 1 of 1 Official Records Database Document Detail 1 BUTTE County Recorder's office Document Detail G Document ID: 1996-0035591 G Assesor Parcel #: None Recorded on: 9/25/1996 No. of Pages: 3 CERTIFICATE OF MERGER Grantors: Grantees: None None Index items: RAMIREZ-SALCIDO, SYLVIA A SALCIDO, JAVIER J References: None A scanned image of this document is not available. http:llclerk-recorder,buttecounty.netlriimsnrivate/ORDocDetail.asn?DncTT7=19c)o-(iri,iisg1 vwirwis S0/Z0 3JVd WW3 31VM018 bt©pzee 2 :ZZ Z00Z/Z0/60 APR -26-2W5 01! 45 M I D VAH rY T T n ;: R. a=ar'omi I Arm mmmeam arae ft, i am fee M410 so= 9mmummumm e r ! � r� + • . � OT�Pt,i e onto& e 1®.a�aae �6 a t1111L x � AP 44) v Sume8vulOM/per Mr. a 69 lands �d above -W 4msealed t® tweate am lt6lane®el of lane descrAw anank"it •ae, atteeped $ororQm„ e tib 'APJM t ogre :mf all at . r"I" tp . � Hereby A®R54 W" to the. Mer ger 09 OWWR bmt" gerle0 eae orb® �ar�sl ae �aeAae M&Mbst Maw mtesqhea hgreto, v s Javlar J. g&lclW TLMA *Arm goal i� via A. AaaA ..�o 4 9th a: L . tad"U7 tM 1630;(7/93) 90/60 3Jad WW3 31VAH.016 bti0bZ68 LZ:ZZ Z00Z/10/60 09/01/2002 22-21 8824014 RICHVALE EMM PAGE 04,105 ANIO p4wroo0 -so OWL ow % 'OR "Moo"A , aroo MMIP PW OU94 Aw 6913MUm UO I*LJO-JnZ -6 J 1111 AJi-iun aiw 101 APR -26-2005 Ol-'46 M I I) LJOI I PY Yuri m o cm-mn,.. a Q — J.D ID %9 11 LMSOOM MIS ShmMango Un Wup cxxft OWWU mmdmvw,�* Moog* adivim'st'vem SO ampow'N" a* WOK APW =40W ift ps"n Fkmevmvwm Jul 1 7 to am^" 44d�mm 04/0? GO/90 3DVd WW3 31VAHOIN tPTOVZBB TZ:ZZ Z99Z/10/60 NOTES RESIDENTIAL 029-133-013 05-1113 PERNUT NO.; SALCIDO/ RAMIREZ, - -- -- 5267 CHURCH ST., RICHVALE Cont: SKYCREST ENTERPRISES MH PERM FND EX SITE 4 OFFICE COPY ' 1 Address SZ 6 % C o c ot-t Sr J�JG�-/c/�BLF GAS Meter By Date - ELECTRIC S Meter By 1 ��^'4 Date SPECIAL CONDITIONS f' ` F CHECKED { BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS ` VERIFY USE PERMIT CONDITIONS' SUB -STANDARD 'HOUSING LETTER 5 i f 3� CV/ --L ' f-5 q_0 z P /S I'Lo C A. t ,JOB FINALED (Date) Signature J=OK 4 0 = Not OK = Not Readyable MOBILE N® ES 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. Wat , Location -Test -Easement Needed (Sketch) 5. ctricity; Location-Clearances-Grnd-/ /Amp -Concrete Gas; Location -Test -Wrap;-/ / P Nat. or / J P' L °ftl`0 / 7. Well Clearance & Disconnect 8. Utility Clearance Date K S o' Card B-1 Date �_� Card B-1 Date Cagd B-1 Date Card B-1 Date MO E HOME INSTALLATION (Plans) OK except #Ys Hing Requirements -Setbacks -Easements ootings; Size -Spacing -Marriage Line S. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 3 Date Card B-1 Date Card B-1 Date Card -1 Date Card B-1 Date PER ENT END SYSTEM (ONLY) Hing Requirements -Setbacks -Easements P otings; Size -Spacing -Marriage Line Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Offi e Date ��Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 0 fir$ 462058 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 -Ra is 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice- Decal- Enclosires 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lchtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ 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/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins - 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fre Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI '30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 61. Brace Interior/Exterior Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Date 36. A.C. Ducts Insulation & Support Date 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Botts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiftration-Walls-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (FF.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following InsUdJOTive O Yes O No/Walks O Yes O NcAanters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530)'891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO51113 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION T I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/05/2005 APN: 029-133-013-000 the Business and Professions Code, and my license Is in full force and effect. License Mass :0License Number: Site Address: 5267 CHURCH ST RIG Dat Contractor. ea-,, Map Index: Description: NEW MH PERM FNDN EX SITE (1404) OWNER -BUILDER ECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following. reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: SALCIDO JAVIER & SYLVIA A RAMIREZ permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of P O BOX 243 the Contractor's State License Law (Chapter 9 commencing with Section RICHVALE, CA 7000) of Division 3 of the -Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any 95974 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the 'structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: SKYCREST ENTERPRISES PP owner of property who builds or improves thereon, and who does . such work himself or herself or through his or her own employees, COUSIN GARY'S HOMES provided that such improvements are not intended or offered for 13468 HWY 99 sale. If however, the building or improvements are sold within one CHICO, CA 95973 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of 530-342-2694 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: SKYCREST ENTERPRISES pursuant to the Contractors' State License Law.). COUSIN GARY'S HOMES ❑ 1 am Exempt under Article 3 of the Business and Professions Code 13468 HWY 99 CHICO, CA 95973 Date: owner: 530-342-2694 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License M 812930 ❑ 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. Architect: ❑ 1 have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft, 1404 S. F. Policy #: Valuation: $91,260.00 ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to Census Code: 1 become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: -7 v) ol Applica cam/ 11 WARN G: Failure to secure workers' compensation coverage is (/ u I ul, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is her issued undthe-qpplicabfe p ovisi ns of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the of the work for which this is issued (Sec 3097 Civ.) Resolutions to work indic for wh• fes ve been paid. �� �; C) performance permit BY Date: Name: � PERMIT EXP ES ON: Address: Dale ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials_ ❑' Notification in accordance with Section 19827.5 of California Health S Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am t ner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter th ;u stance' f any official form or ocument of Butte County. I hereby authorize represent of Butte County to enterupon the above mentioned property for inspe ion purposes Print Name• /-�/ Signature• -/,A'! Date: k-, ,',Q Owner ,Tractor ❑ Agent for Owner 0 Agent for Contractor rn� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION OWNER Name e ' -v Address If u City , r Stat Zip Phone Fog' 3(901.3 Fax Zip St E-mail [f �,t t APPLICANT NAME CONTRACTOR Name City Address Zip Address Fax City �, Zip St Zi S , Phone _ %t `t Fax _ 917 E-mail lac. �a29v�1� LIPS 7 APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME Name Address City State Zip Phone, Fax E-mail APPLICANT SIGNATURE Ix 4opofffice use only: Zoning Flood Zone SRA Yes ❑ Proposed Change of Occupancy Occ. I Type Const. Subdivision Name Map Book Page 770t# Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT )JO' BP BIN # LOCATION, AP# 3 -Dia Property Address L Cross Street WORKER'S COMPENSATION Policy Number ' ZoCe4? 60 Tfg Carrier 7-4 If hiring anyone other than license contractors, a certificate of worker compensation must be shown at the time of permit Issuance. LENDING AGENCY Name Address 'tion or Scope of Work: De7e'_,-w I • Burl O� 2 Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): Page 1 of 2 EXPIRATION OF APPLICATION - Applications for which a permit has not lieen issued will expire (me year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will :)e required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person wio paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are rot refundable. Received by: Receipt #: qv Date. Amount: Bldg .�•�� SRA Sheriff SMIP Other Total REV 4-30-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO, GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH -PAPER! ❑ 3. 3 Engineered plans (if required) with,wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (ifirequired) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation: (Note: Not required for additions to mobile or.modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet-signgned by the en ' eer Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. , .. ;.... ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO ,GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C),Elevati triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet-signe ': v t ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION in KAFORMS\BUILDING F0RMS\B1dgApp1SUbRgmts.doc Page 2 of 2 REV 4-30-04 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE -(530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER �Y�Ik`Z - �� \C � A.P. # PROPROSED BUILDING USE i� 1. BUILDING PERMIT FEES --- Balance Due ..................... DATE RECEIPT # DATE REC. $ 3�- . ��yg sem--bs --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES :�?)' ) (paid at School District Office) (form available fte Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per. dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) /�l Ln 8. SMIP I ' 1 � V -l�7 b 9. OTHER 10. OTHER 11. OTHER At time of a it application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be anged du 'ng the plan check' g process. APPLICaN DATE 2 Purs t to emment Code Section 66020, youCe hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have ays from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) �� ��� f 1e..�ooe "� ,� ?r,l iv1 cii;1 A; T? 0A, Department of Public Works (I ® C o u n t y o f B u t t o A 0 � a J. Michael Crump, Director LAND DEVELOPMENT DIVISION A Storm Water Management Program COu �� / 7 County Center Drive Oroville. CA 95965 A�LIC �S (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement jLESS THAN 1 ACRE] Project Description: �5 . Proms Location and/or Parcel Number: 16 7_ ozw-✓z J , ) 0� 9—/3.3— 5/� By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided bylaw. Signed: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Stone Water Management Program Revised 5124/04 APR -27-2005 15:04 From:M AG INC 530 882 4543 To:53034c9174 P.1/1 Aichvale San Itary District P® BOX J Rich pale, C.4 95974 April 27, 2005 Cousin Gary Mobil. I -Tomes ATIN: Joan Rc: Juvier Salcido This is to confirm the Richvale Sanitary District will. continue to servo the location. oi' 5267 Church Stmet in Ttichvaie for the Mobile home being replaced, Sincerely, Vickie Compton COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:�� 1 ��� t ()ASSESSOR ;.0 PARCEL NUMBER �� L(PU Proposed Building Use: V V V 1 V 1� """� Permit Technician: Date: Items s required in order to apply for a permit. All boxes MUST be checked OR marked NA in ord o apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. 7. 8. Statement of Intent for Non -heated and A/C for Non -Residential Buildings Manufactured homes) Installation manual, including marriage line info; ( Floor Plan,5fie down or find plans, all in ❑ 9. duplicate. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicateFloor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. O 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form 13. Acknowledgement of building permit application without required clearances. 14. Other R aming items needed to issue the permit. (May require additional plan review upon receipt of the following items.)51 PI 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable i j o ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ / 19. Erosion Control Plan Required........................................................................ ®/ 20. Fees as shown on the attached Schedule of Fees Due Sheet ........................""" ❑ 21. City of Chico Plumbing permit.............................................................. I......... D 22. Site plan and business license approval from the City of Biggs .............................. • D 23. California Department of Forestry Ian approval ❑ paid. Sent by: C9' 24. Planning approval for (A) Use: B)Parking: (C) Parcel Ciieck:............. ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ L226. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑,� 31. Letter of Signature authorization.................................................................... 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ / 34. Restriction.................................................................................... p/ 3 egal description H. Title, title search, registration or C0 ........................ 36. ther: t�Y19 Al ❑ 37. Other: When issued Telephone' d Ci L and hold for pickup. Teen informed of the aa6ove items and requirements for obtaining a building permit. Date: pe�ppricationor the_ab a itewk4Amb �e94, Plan ChedLetter Ceatfac1b-r, designer, owner, was advised of tVe abdve dafaX t] phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of tt e•above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: �/� Date: `+ Yellow: Building Division BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) oe.. M3 School District Building Department NO. A.P. Number Jurisdiction: =,-,City county Property Owner TCY'A'l Z-, -�1 C'i zli 6 Property Location/Address Subdivision Lot No. A........... ..................... ... . ................................. Foote Residential Development Sq. ge No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # A6 CG�� *(No foundation Inspection) 9A ....................................................................... 1 ....................... . ... ; a Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/industrial New Addition PT Building Department Representative Sq. Footage.. (Including Exterior Roofed Areas) Date District Identification No. PD J'nC�,C, nj'f-J'C� School District certifies that CA- ScA, 6 1•J -J (Applicant) (Street Address) (Phone Number) (City) has complied with the requirements of Resolution No. representing NOLk — square feet. J�SZ_��c��Fjr\ School District Representative ri (State) 61 (Zip Code) by payment of $ 2926 $ FULLMM GATION Date Paid by Check # N V�- Remarks: (per 1 ra(o -P i!S\Sa2i�Z Ell K X - V\c.t � 19 G C.1rorA NoNee: You may protest the Imposition of the fen Identified above by submiltIng a written protest to the District. In compliance with Govsmmsrrt Code Section 66020(a), within 90 days from the date fen am paid. Failure to subn* a timely written protest will'proldbit you from dmillenging the Imposition of the fees kany court action. 9, subsequent to the School District Representative signing this Sutte County Schools Impact Fee certification Form; tin 8ehool District is nstfitedby. the applicable Local Planning Agency that this project Is being reviewed under the Calffomin Environmental Quality Act (CE04 thbprof A may be subledto additional school fees to fully n0gats.its Impact on the school dis&kft schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/03)dm.m AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 05 -{lay -2005 2005-0025652 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situated in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION Date ). -2 2. • c''�5 PROPERTY OWNERS: j Javier J. Salcido State of California County of Butte On `i `17- -- before me, Sylvi A. Saki& - f - -_c-„1-i <_ . ;—'i.+ ('t ?(_...Si 1' C�—.il a( 1 personally appeared y -.: T. -CA6 ” ( («= ✓r g' a" e = personally known to me (or proved to me on the basis of satisfactory evidence) to'be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature '�J • ' �%1 r }�,�*_ __ eal• g CHRISTY L. HINKLE f/8 COMM. * 1493928 APN:029-133-013 cc NOTARY PUBLIC -CALIFORNIA Q e COUNTYOF BUTTE Comm. Expires June 7, 2008 UZ/ZZ/ ZVUto 11.3 I— AX �3U ddj .yt);l1 11ULL11Y NXIlUNNL IIILL GUUSIN_GXNYJ IgJVU6/VV8 1 LF2WA-04 r � QUITCLAIM DEED TMS QUITCLAIM ]DEED. eowatcd this (Ofh day of Ma(ch , 2063 , by fimt Party, Grantor, �lQ l lei � 1 man / Data Skadem, "d' ` S ' �an whose Post office address is Po EOX $f5, q Ichnif a %9 7 to second party, Grantee.(ra-�- �. i�'bfl Jr whose post OffiCC address is W[TN&SSETH, 'drat the said fust party, for good consideration and for the sum of ) paid by the said second patty, the roctipt whereof is Dollars ($ hereby acknowledged, does hereby remise, release and quitclaim unto the said second party forever, all the right, title, mterea am claim which the said fust Party hes is and 19 the ollowing described parcel of land, and =' x is and appurtenww'" thereto in the County of &_' Stateof Cn_kt mja_ to wit: S�S' 569 q,5 n o� C eriwn map enh+1ed I`ToWn C7 Brume`; v�hlcln MC LP wa S W-uazjej ltd - � �2 O� 4W, C - off' &Me, �S1,l1�Of�11C� kh S On l� , 4 �n, in boo k b 4 0' I �jelsi 5_ DoAcr1Pti0n: Butto,CA Document-Year.Doc1D 2003.51502 Page: 2 of d Order; cm= cont. 4 .. SITE PLAN REVIEW APPLICATION Date:S�`I has AP# 6 % 1 �.3 Permit Number (if applicable) G 5 — / 11-3 APPLICANT INFORMATION Owners Name: Owners Address: ©. ,Qoy- 17-ct3 Parcel Size: h ✓cue _G�- �/ s� Telephone No:: Situs Address:` y ` � (�P ? C' UA CAhla4 Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition Mme` ❑ Single Family Remodel Mobile Home --P_t� Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 13 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By ,`� Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation. Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) I ❑ SRA - (CDF to determine specific requirements) �JJ ❑ 100 -Year Flood Plain: (See attached) o Flood Zone: Flood Panel No.: OCe 60 7 C, SG Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the Ca ifornia 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 El Minor Variance El Administrative Permit ❑ Variance --------- --------- -------------------------- ------------- -------- ------------ ----------- - ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 41- - /L - Applicable Building Setbacks: Front Zoning Code d o , Streets & Highways Fire Prevention Subdivision Map Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan, ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ .Road Improvement , ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By 0 Deeds: Date of Creation: Legal Access Provided: ElNo ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No Yess� Q �f / COmmpts: . �0'uS QLA� ('s �.._ O/ ' 7 CAC G7� Ln ��I IParcel Deemed to be legal Verify Legal Parcel ❑Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger El Obtain a Lot Line Adjustment El Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 n Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional' and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa Page 4of5' x Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:V xrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 10000 IN ■■/. ■■7■llll■■■■■■■.■■`.■■■■■■■ ■■■■■■■I ■I ■■■RON / I�■MESON ��� �71�■■■■■■ Y■■■I I •■/■ 1`. ■ ---... SWA . � ■■■. AM, ■ of .■■■■■■■■. ;;: No .- ,■■■■■■MASTER BEDROOM 11 BEDROOM 7402CT15228 (1,404 SQ. FT.) 3BEDROOM - 26ATHS - CATHEDRAL THRU-OUT OPTION DEN 61/ V — 1ai m 7402CT15228 (1,404 SQ. FT.) 3BEDROOM - 2BATHS - CATHEDRAL THRU-OUT OPTION DEN O Z in in r- 4 -- X cX M CD -i s � ti/ � l-0i■■i1� S I.mmmm�l ■�J ...... � m ■■.�........V....i---�■ - (®��� .. DC _ ■.7■ �■■■■■■.■■■■■■■■.■■■■■� SEEMS ■■■■■■■. ■==�-- ■..����� --� c■■■mons Mss■ .. IMason ■..: � ..��...... noon.� ---..mmons. .■.s.�. .......... CAN, Mass oon. ■ n Nnsmm.mmm. ---- .......... ..■■ Now.■ I MASTER BEDROOM BEDROOMmom i ■■'M.■■ ransom 7402CT15228 (1,404 SQ. FT.) 3BEDROOM - 2BATHS - CATHEDRAL THRU-OUT OPTION DEN 1� `'� IIIIIIIilllllllllllillllliililllll AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE Recorded I REC FEE 10.00 OROVILLE,CA 95%5 Official TRecords fficialyRecords i CONFORM 1.00 Count BEOf CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Myles 09:43AM 05 -May -2005 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this W property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte 'County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situated in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION Date -12-05 PROPERTY OWNERS: X V Gt-0 ryl, Cy x Javier J. Salcido State of California County of Butte On 3 -22. -OS before me, C" a- 5-1-f L. VAR. O I w personally appeared J- V't e.R- 1, Sa i O O � � u � V i cL, (� . 20.✓►Ie� QZ personally known to me (or proved to me on the basis of satisfactory evidence) to -be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. _ Signature c ' eal: CHRISTY L. HINKL COMM. # 1493928 APN: 029-133-013 NOTARY PUBLIC -CALIFORNIA i COUNTYOF BUTTE Comm. Expires June 7, 2008 uz1;ez1ZuuO I rAX Diu bdd f1ULL11Y nAllunAL I11Lt . GUUJ1n UAnY5 IpJuuti/uuH } 1 d LF"SCA-04 QUITCLAIM DEED 1 TWS QUITCLAIM DEED. eo oWed this 001 day of March )20o-5 , by fimt Ply, Grantor, 11a (e. yr�m )I DOM VTe1J[U r% La�� S ffLQlj whose post office address is Po &,� $6, i lchuzle 0959 79 to second Party, t3rantee, t('�Qca-�' whose Post Ofiicc address i3 WITNESSETH, That the said first patty, for good eoasidetabon and for the sum of Dollars (S ) Pwd by the said second Patty, file rempt whereof is hereby acknowledged, does hereby r anise, release and quitclaim unto the said second Party fou+ever, all the rig1d, title, interest and claim wbicb the said first. Party has mi aced=(!j llowing described parcel of land. and U* O7me�ts and appurtx�nanees insert , in the County of State of CDA MIQ to wit: L-J� 5�g, 5b9 a5 awn on-f� C�r�n "Town c� Rev f2f/ v�h�.hmapel7h+W map UX5 V^eccxded tr> -} . Flee o�G -the ��c�rder o� fie, c off' C ,L Orn,CL, on l�}h Iq�o, in book b aP 04-puq M 53_ Doscr'Ption: Butto,CA Document- Year. DOCID 2003.51502 Page 2 of Order: == Comment: SKYLINE CORPORATION MANUFACTURED HOME.- INSTALLATION MANUAL FllY1iE COUNTY "`N Ri91LDING DEPARTM ; SIC�LiNEo p � v BRINGING Amma HOME. BRINGING Amu NN. TABLE OF CONTENTS Chapter 1 — Introduction ................................................. 4 Chapter 2 — Definitions ................. :.................................. 5 Chapter 3 — Site Preparation ZoneMaps ................................................. 6 Site Grading.............................................7-8 Description of Soils ................................... 8 Chapter 4 — Foundation and Support Requirements - Masonite Siding....................................35 Piers............................................................ 9 Design Requirements ................................. 9 Design Procedures..............................9-10 Installation of Shingle Roof ...................38-39 Acceptable Footings ............................... 10 Placement in freezing Climates ............... 10 Proper Sizing of Footings ......................... 10 Permanent Foundations .......................... 10 Flood -Prone Areas .................................... 10 Severe Wind Areas ................................... 10 Special Snow Load Conditions ................ 10 Important Reference Documents ............. 10 Typical Installations .................................. 11 Typical Pier Construction .......................... 12 Support Requirements ........................13-15 Anchor Tables Wind Zone II & III ......... - Single Wides....................................... 13 - Double Wides.................................14-15 32 Sidewall Openings .................................... 15 Pavilion Dormer Blocking ......................... 16 Footing Sizes......................................16 -17 Chapter 5 — Set -Up Procedures - Masonite Siding....................................35 Moving Home to Location ........................ 18 Positioning Home ..................................... 18 Leveling and Blocking .........................18-20 Installation of Shingle Roof ...................38-39 - Single Wides..................................18-19 Double Wide Utility Interconnection - Double Wides...................................... 20 Adjustable Outrigger ................................. 21 Use of Water Level ................................... 22 Double Wide Interconnection ..............23-24 - Gasline Crossover.................................42 Tie Down Instructions ..........................25-26 - Waterline Cross Connect ...................... Over -The -Roof Straps .............................. 26 Anchor Tables Wind Zone I ................. 27-29 Anchor Tables Wind Zone II & III ......... 30-31 Anchor Tables for 102" Sidewalls ............. 32 Longitudinal Tie Down Instructions .......... 33 Tie Down Example .................................... 34 WARNING ONLY EXPERIENCED PERSONS KNOWLEDGEABLE OF MANUFACTURED HOME SET-UP PROCEDURES SHOULD SET UP THIS HOME Double Wide Exterior Closure ...............35-37 - Masonite Siding....................................35 Electrical Dryer Venting..............................44 - Vinyl Lap Siding ..................................... 36 - HardiPanel & HardiPland Siding ...........37 Installation of Shingle Roof ...................38-39 Grill/Range Venting.....................................44 Double Wide Utility Interconnection ......40-43 - Bonding................................................40 53 - Electrical Crossover .............................. 40 - Heating Crossover................................41 - Gasline Crossover.................................42 - Waterline Cross Connect ...................... 42 - Drainline Cross Connect ....................... 43 Installation of Exterior Light Fixtures ..........43 Venting of Skirting and Crawlspace ...........43 Metal Roof Tightening ................................ 43 Porches & Decks........................................43 Chapter 6 — Installation of Optional Features 51 Electrical Dryer Venting..............................44 51 Gas Dryer Installation.................................44 51 Gas Water Heater Venting ..........................44 Electrical..................................................... Grill/Range Venting.....................................44 Outside Panel Box ...................................... Paddle Fan Installation ..........................45-46 - Flush Ridge Beam.................................45 53 - Protruding Ridge Beam .........................46 - False Beam...........................................46 Air Conditioning Electrical Connect ............47 Evaporative Cooler.....................................47 Dealer Installed Blend Air ...........................49 55 Expanding Rooms, Slide -Outs ...................49 Site Attached Structures ............................49 Garage Ready Units...................................49 Hinged Roofs and Eaves ............................49 Ceiling Fans................................................49 Telephone and Cable TV ............................ 49 Fireplace Installation...................................49 Field Installed Hearth..................................49 Field Installed Fireplace Chimney ...............50 Chapter 7 — Utility System Connection and Testing Water.......................................................... 51 Drainage - Connection ............................... 51 Drainage - 1, 1-1/2, 1-3/4 & 2 Bath ............ 51 Gas........................................................51-52 Electrical..................................................... 53 Outside Panel Box ...................................... 53 Electrical System Test ................................ 53 Multi -Section Frame Bonding ....................54 Typical Under -Chassis Feed Connections...................................54 Typical Meter Base Installation ...................55 Meter Base & Panel w/Masthead ............... 55 Chapter 8 — Protective Window Coverings ...............56-61 Chapter 9 — Final Inspection Final Inspection..........................................62 Installation Inspection Checklist .................62 NOTE: THIS MANUAL IS INTENDED TO INSTRUCT AND TO ASSIST ALREADY QUALIFIED PERSONNEL IN PROPER INSTALLATION OF SKYLINE MANUFACTURED HOMES. IT IS NOT INTENDED TO ENABLE SOME- ONE UNFAMILIAR WITH MANUFACTURED HOME INSTALLATION TO PERFORM THE INSTALLATION. SETUP SHOULD BE DONE ONLY BY QUALIFIED PEOPLE. WHOEVER DOES THE SET-UP SHOULD GUARAN- TEE THEIR WORK IN WRITING FOR A REASONABLE TIME AND SHOULD, IF NECESSARY, AGREE TO RELEVEL THE HOME WITHIN 90 DAYS AFTER THE INITIAL SETUP. Chapter 1 INTRODUCTION PLEASE READ ALL INSTRUCTIONS PRIOR:TO SET-UP! This Skyline home was engineered, constructed and inspected for conformance to the Federal Manufactured Home Construction and Safety Standards in effect on the date of manufacture. This National Standard sets forth comprehensive requirements for design construction, fire safety, plumbing, heating systems and electrical systems for manufactured homes designed to be used as dwellings. This manual contains detailed installation instructions, including specifications and procedures for erection and hookup of your manufactured home. It has been written in an objective and easy -to -understand manner so it can be understood by people without extensive technical training. It discusses the set-up of the home from preparing the site through final inspection. It includes many tables and figures giving important data for proper set-up. Careful adherence to this manual by the homeowner and installation crew, and consultation with a registered professional or structural engineer in those unusual circumstances it does not cover, will assure you of a quality, safe and affordable home for many years to come. Prior to locating or relocating your home, contact the local authority having jurisdiction for installation to see if permits for such procedures as blocking, anchoring, or utility connections are required. Inspections may be required during installation. On private property, zoning or development covenants may apply and should be taken into consideration. NOTE: Preparations of the site when accomplished by others than the home installer, may not be in accordance with these instructions. THE IMPORTANCE OF CORRECT SET-UP CANNOT BE OVEREMPHASIZED. Correct set-up is absolutely essential to homeowner satisfaction. If you are not absolutely certain of the proper procedure or you encounter unusual conditions, please contact your factory service representative. THE INSTRUCTIONS CONTAINED HEREIN ARE MINI- MUM REQUIREMENTS. APPLICABLE LOCAL OR STATE LAW MAY HAVE OTHER OR GREATER REQUIREMENTS WHICH MUST BE COMPLIED WITH TO OBTAIN OR REGAIN THE RIGHT TO OCCUPY THE HOME. 4 REVIEWED AND ISSUED BY CONFORMITY ASSESSMENT SERVIC MARCH 31, 2003 DAPIA-UNDERWRITERS LABORATORIES, INC. The recommended procedures contained in this manual are intended to assist in proper installation of this home. Field experi- ence may justify alternate acceptable procedures which, when completed, result in performance at least equal to that which will result from conformance to the details and specifications herein. For example, on double wide installation you may find it advanta- geous, due to local conditions, to bolt the floors together prior to bolting roof halves together, or vice versa. Either method is acceptable as long as the bolting schedule is adhered to. NOTE: A MANUFACTURED HOME SET UP IN THE WRONG STRUCTURAL ZONE DOES NOT MEET THE REQUIREMENTS OF THE FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS. BEFORE COMMENCING SETUP, SEE CONSTRUCTION INFORMATION, LOCATED IN THE MASTER BEDROOM CLOSET OR AT THE ELECTRICAL DISTRIBUTION PANELBOARD, FOR DESIGNATION OF ZONE FOR WHICH THE HOME WAS CONSTRUCTED. SPECIAL CONSTRUCTION SUCH AS EXPANDO UNITS, TRIPLE WIDE UNITS, AND PERIMETER BLOCKED UNITS WILL BE COVERED IN SUPPLEMENTS TO THIS MANUAL. CONTACT YOUR FACTORY OR DEALER IF THIS HOME HAS ANY SUCH FEATURES AND YOU DO NOT HAVE THE APPLICABLE SUPPLEMENTS. WARNING: ONLY TRAINED CREWS SHOULD INSTALL THE HOME. INSTALLERS SHOULD FOLLOW THE SAFETY INSTRUCTIONS PROVIDED IN THIS MANUAL. THIS HOME WEIGHS SEVERAL TONS USE ENOUGH TEMPORARY WOOD BLOCKING TO SUPPORT THE HOME DURING SET-UP. No one should be allowed under the home unless it is securely in place, even if it is not moving. 4 The technical content of the Installation Manual has been reviewed by Underwriters' Laboratories, Inc. and found to be in accordance with the Federal Manufactured Home Construction and Safety Standards. Chapter 2 DEFINITIONS ANCHORING EQUIPMENT: Straps, cables, turnbuckles and chains, including tensioning devices, that are used with ties to secure a manufactured home to ground anchors. ANCHORING SYSTEM: A combination of ties, anchoring equipment, and ground anchors that will, when properly designed and installed, resist the wind's overturning the home or moving it sideways. FOOTING: That part of the support system that sits directly on the ground at, below or partly below grade to support the piers. PERIMETER SUPPORT: The portion of a support system that supports the sidewalls at the floor line. PIER: That portion of the support system between the footing and the manufactured home, exclusive of caps and shims. Types of piers include, but are not limited to, the following: 1. Manufactured Steel Stands 2. Manufactured Concrete Stands, and 3. Concrete Blocks SITE, MANUFACTURED HOME: A parcel of land designed and designated for the location of one manufactured home, its accessory building or structures, and accessory equipment for exclusive use of the home's occupants. STABILIZING SYSTEM: A COMBINATION OF PROPERLY INSTALLED ANCHORING AND SUPPORT SYSTEM. STAND, MANUFACTURED HOME: That area of a manufactured home site which has been reserved for place- ment of a manufactured home. SUPPORT SYSTEM: A combination of footings, piers, caps and shims that will, when properly installed, support the manufactured home. 5 Chapter 3 SITE PREPARATION ZONE MAPS OF THE UNITED STATES k OR NV CA UT TX LA FL AK HI p ❑ SOUTH 20 PSF ❑ MIDDLE 30 PSF ❑ NORTH 40 PSF ROOF LOAD ZONE MAP MT ND ME MN ID NH ND WY VT1 SD MN NWI MI NY -MA NE IL IN OH PA CT —NJ -nE KS MO KY VA MD KS MO K, W TN NC OK AR NM I OK AR SC nec AL GA TX LA FL AK HI p ❑ SOUTH 20 PSF ❑ MIDDLE 30 PSF ❑ NORTH 40 PSF ROOF LOAD ZONE MAP Tx LA FL AK r -H I m— ❑ ZONE I ❑ ZONE II .,--/ WIND ZONE MAP ❑ ZONE III The following local governments listed by state (county/par- ishes, unless noted otherwise) are located in WIND ZONE II: ALABAMA - Baldwin and Mobile FLORIDA - All counties except those identified as being within Wind Zone III. GEORGIA - Bryan, Camden, Chatham, Glynn, Liberty and McIntosh LOUISIANA - Acadia, Allen, Ascension, Assumption, Calcasieu, Cameron, East Baton Rouge, East Feliciana, Evangeline, Iberia. Iberville, Jefferson Davis, LaFayette, Livingston, Pointe Coupee, St. Helena, St. James, St. John the Baptist, St. Landry, St. Martin, St. Tammany, Tangipahoa, Vermillion, Washington, West Baton Rouge and West Feliciana. MAINE - Hancock and Washington MASSACHUSETTS - Barnstable, Bristol, Dukes, Nantucket and Plymouth MISSISSIPPI - George, Hancock, Harrison, Jackson, Pearl River and Stone NORTH CAROLINA - Beaufort, Brunswick, Camden, Chowan, Columbus, Craven, Currituck, Jones, New Hanover, Onslow, Pamlico, Pasquotank, Pender, Perquimans, Tyrrell and Washington SOUTH CAROLINA - Beaufort, Berkeley, Charleston, Colleton, Dorchester, Georgetown, Horry, Jasper and Williamsburg. 6 Mf OR ID WY f� NV Co ur CA AZ I NM NC MSI AL � GA V � AK HI ❑ ZONE I ZONE 2 ❑ ZONE 3 HEATING AND COOLING ZONE MAP - NYNY. PA C, NC IN WIND ZONES II AND III, UNLESS THE HOME AND ITS ANCHORING AND FOUNDATION SYSTEM HAVE BEEN DESIGNED FOR THE INCREASED REQUIRE- MENTS OF EXPOSURE'D' OF ANSI/ASCE 7-88, IT SHOULD NOT BE LOCATED WITHIN 1500 FEET OF THE COASTLINE. WIND ZONE II (continued): TEXAS - Arkansas, Brazoria, Calhoun, Cameron, Chambers, Galveston, Jefferson, Kenedy, Kleberg, Matagorda, Nueces, Orange, Refugio, San Patricio and Willacy VIRGINIA (The cities of)- Chesapeake, Norfolk, Portsmouth, Princess Anne and Virginia Beach The following local governments listed by state (county/ parishes, unless noted otherwise) are located in WIND ZONE III: FLORIDA - Broward, Charlotte, Collier, Dade, Franklin, Gulf, Hendry, Lee, Martin, Manatee, Monroe, Palm Beach, Pinellas and Sarasota LOUISIANA - Jefferson, La Fourche, Orleans, Plaquemines, St. Bernard, St. Charles, St. Mary and Terrebonne NORTH CAROLINA - Carteret, Hyde and Dare. The following states and territories are within WIND ZONE III: State of HAWAII ALASKA - Costal regions between the 90 mph isotach on ASCE 7-88 wind map and the coast. U.S. TERRITORIES - American Samoa, Northern Mariana Islands, Trust Territory of Pacific Islands, Guam, Puerto Rico and U.S. Virgin Islands. MT ND OR MN ID SD W WY MI C? PA NV NE IA IL IN OH UT CA CO KS MO K, W TN NC AZ NM I OK AR SC' nec AL GA Tx LA FL AK r -H I m— ❑ ZONE I ❑ ZONE II .,--/ WIND ZONE MAP ❑ ZONE III The following local governments listed by state (county/par- ishes, unless noted otherwise) are located in WIND ZONE II: ALABAMA - Baldwin and Mobile FLORIDA - All counties except those identified as being within Wind Zone III. GEORGIA - Bryan, Camden, Chatham, Glynn, Liberty and McIntosh LOUISIANA - Acadia, Allen, Ascension, Assumption, Calcasieu, Cameron, East Baton Rouge, East Feliciana, Evangeline, Iberia. Iberville, Jefferson Davis, LaFayette, Livingston, Pointe Coupee, St. Helena, St. James, St. John the Baptist, St. Landry, St. Martin, St. Tammany, Tangipahoa, Vermillion, Washington, West Baton Rouge and West Feliciana. MAINE - Hancock and Washington MASSACHUSETTS - Barnstable, Bristol, Dukes, Nantucket and Plymouth MISSISSIPPI - George, Hancock, Harrison, Jackson, Pearl River and Stone NORTH CAROLINA - Beaufort, Brunswick, Camden, Chowan, Columbus, Craven, Currituck, Jones, New Hanover, Onslow, Pamlico, Pasquotank, Pender, Perquimans, Tyrrell and Washington SOUTH CAROLINA - Beaufort, Berkeley, Charleston, Colleton, Dorchester, Georgetown, Horry, Jasper and Williamsburg. 6 Mf OR ID WY f� NV Co ur CA AZ I NM NC MSI AL � GA V � AK HI ❑ ZONE I ZONE 2 ❑ ZONE 3 HEATING AND COOLING ZONE MAP - NYNY. PA C, NC IN WIND ZONES II AND III, UNLESS THE HOME AND ITS ANCHORING AND FOUNDATION SYSTEM HAVE BEEN DESIGNED FOR THE INCREASED REQUIRE- MENTS OF EXPOSURE'D' OF ANSI/ASCE 7-88, IT SHOULD NOT BE LOCATED WITHIN 1500 FEET OF THE COASTLINE. WIND ZONE II (continued): TEXAS - Arkansas, Brazoria, Calhoun, Cameron, Chambers, Galveston, Jefferson, Kenedy, Kleberg, Matagorda, Nueces, Orange, Refugio, San Patricio and Willacy VIRGINIA (The cities of)- Chesapeake, Norfolk, Portsmouth, Princess Anne and Virginia Beach The following local governments listed by state (county/ parishes, unless noted otherwise) are located in WIND ZONE III: FLORIDA - Broward, Charlotte, Collier, Dade, Franklin, Gulf, Hendry, Lee, Martin, Manatee, Monroe, Palm Beach, Pinellas and Sarasota LOUISIANA - Jefferson, La Fourche, Orleans, Plaquemines, St. Bernard, St. Charles, St. Mary and Terrebonne NORTH CAROLINA - Carteret, Hyde and Dare. The following states and territories are within WIND ZONE III: State of HAWAII ALASKA - Costal regions between the 90 mph isotach on ASCE 7-88 wind map and the coast. U.S. TERRITORIES - American Samoa, Northern Mariana Islands, Trust Territory of Pacific Islands, Guam, Puerto Rico and U.S. Virgin Islands. SITE PREPARATION (Continued) SITE PREPARATION The importance of site preparafiorNorla problem -free instal- lation cannot be overstated. All vegetation must be removed from under the home site. The site must be properly graded and sloped to provide for storm drainage runoff. In particular, the area under the home must be graded to prevent water ac- cumulation. Skyline Corp. recommends the home site slope 10 feet in all directions away from the home. If the home is sited on sloping terrain or a hillside, the soil must be graded on all sides to channel storm runoff around the home and not under it. If the home is set in a pit, it is extremely important to provide water drainage from under and around the home. WARNING: THE AREA UNDER AND AROUND THE HOME MUST BE SLOPED TO PREVENT WATER ACCUMULATION. EXCESSIVE MOISTURE UNDER THE HOME CAN CAUSE UNNECESSARY DETERIORATION, AND CAUSE CONDEN- SATION PROBLEMS, WHICH COULD AFFECT THE HOME'S WARRANTY. IT COULD ALSO AFFECT THE STABILITY OF THE FOOTINGS AND PIERS WHICH SUPPORT THE HOME. If the home is to be perimeter skirted or "pit -set," ventilation of the under -floor area is required to minimize the effect of mois- ture under the home. Ventilation openings must be provided in the under -floor enclosure or skirting on at least three (3) sides (preferable on all sides) with a net area of at least one square foot per 150 square feet of floor area. The required ventilators are to be approximately equally spaced around the perimeter of the home with a ventilation opening within three (3) feet of each outside corner. Proper support of the manufactured home must allow for soil conditions in the immediate area. Pier footings must be placed on firm undisturbed soil (not loose fill) or soil which has been compacted to at least 90 percent of its maximum relative density. Support piers may also be placed directly on concrete slabs designed for manufac- tured home placement as found in manufactured home communities. After completion of grading and filling (if necessary), the bearing capacity of the soil at the depth of the foot- ings should be determined. A pocket penetrometer (available from engineering supply houses) or other method acceptable to local jurisdictions may be used. If the soil cannot be tested but can be identified, use the foundation bearing pressures shown in Figure 3-1 as a guide. If the soil cannot be identified, use the lowest value, 1,000 PSF. Under unusual conditions, or if the so I appears to be peat or uncompacted soil, consult a local geologist or professional engineer for aid. CAUTION EXCESSIVE WATER IN THE SOIL UNDER THE HOME WILL CAUSE UNNECESSARY DETERIORATION OF THE HOME AND AFFECT THE COMFORT LEVEL IN THE HOME. CONTINUOUS STANDING WATER UNDER THE HOME CAN CAUSE CONDENSATION PROBLEMS AND AFFECT THE HOME'S WARRANTY. PREVENTION OF WATER BENEATH THE HOME DO CROWN AN SINGLE SECTIONAL D GRADE SITE TO DON'T GRADE SLOPE AWAY SITE SO THAT FROM HOME WATER COLLECTS BENEATH THE HOME DOUBLE SECTIONAL DON'T GRADE SITE SO THAT WATER COLLECTS BENEATH THE HOME TRIPLE SECTIONAL SII'=11-11=11'- •-I /I�IL�II-1 11-u ...- .. �__.II=�.. ■■ ■■ �� ■■ ■� ..-11=1 -n=11=11-11=11=11-11=IL=.11=11=11.=II=11=11.=11=IIF11=.�-_. • ?IL=11=11..11..1E a-...... _ - _ _ _ - _a -11-11.=11P11? • • ,�-11.=,11'=11.=11.=11:=11.=11.'11.=, II. t1.=,.II.,r11.=,.11.�.11.�,11,�:11-I1.-11.-11.=11,� 11.=,.11.- Ir.11.-11.-11.-11.-11.-11. 11.=11-11.-11:-11-11.-11.=11-11� II:mIIT.11.-11.=11.=11.-11.=1 SITE PREPARATION (Continued) GROUND BARRIER There is a strong tendency for ground moisture to be drawn into the home, greatly complicating efforts to control humidity and condensation. A ground moisture -vapor retarder of 6 mil. rated polyethylene plastic, vinyl or similar material laid on the ground surface under the home is recommended to assist in controlling the humidity in the home. General Description of Soils Allowable Pressure Soil Type (Pounds Per Square Foot) Based on the Unified Classification System No allowances made for overburden pressure, embedment, depth, water table height, or settlement problems. Rock or Hard Pan 4,000 and up Sandy Gravel and Gravel 2,000 Sand, Silty Sand, Clayey Sand 1,500 Silty Gravel, or Clayey Gravel Clay, Sandy Clay, 1,000 Silty Clay, or Clayey Silt Uncompacted Fill Special Analysis is Required Peat or Organic Clays Special Analysis is Required NOTE: To be used only when none of the following is available: a. Soils investigation and analysis of the site. b. Compliance with the local building code. c. Competent opinion by a local engineer or building official. d. If the soil bearing capacity is less than 1,000 PSF, consult a professional engineer for foundation system requirements. FIG. 3-1 8 CHAPTER 4 FOUNDATION AND SUPPORT REQUIREMENTS NOTE: This chapter covers only foundations. Page 11 summarizes the usual types. Set-up procedures and methods for securing the home to its foundation are discussed in Chapter 5. A home that is certified for a higher roof load zone than the area that it is installed, may be set on a foundation system that is designed for the roof load zone for that area of the country. For example, a home that is certified to withstand a 30 PSF roof load is installed in a 20 PSF roof load zone area. The support under the home need only be designed for the 20 PSF roof load, in accordance with the requirements set forth in this manual. PIERS Importance. Incorrect size, location or spacing of piers may cause serious structural damage to the home. It is important to install piers around the perimeter if required for the home. Failure to do so may lead to sagging floors, walls and roofs. Acceptable Types. Piers may be concrete blocks or pressure treated wood, capped and shimmed with wedges, or adjust- able manufactured metal or concrete devices (see Figure 4-2). Manufactured piers should be listed and labeled for the required load capacity. DESIGN REQUIREMENTS Load -Bearing Capacity. The load that each pier must carry depends on factors such as the dimensions of the home, the roof live load, the spacing of the piers, and the way they are used to support the home. Center beam/marriage wall block- ing is required for multisection homes. See tables 1 and 2 for pier capacities. Manufactured piers must be rated to at least these capacities, and locally con- structed piers must be designed to transmit these loads safely Configuration. Figure 4-2 shows the recommended arrange- ment of concrete piers constructed on-site. Concrete blocks should have nominal dimensions of at least 8" x 16". They must be stacked with their hollow cells aligned vertically. When piers are constructed of blocks stacked side-by-side, every layer should be at right angles to the previous one (See Figure 4-2). Cap hollow block piers as shown in Figure 4-2 to distribute the structural load evenly across them. Caps may be of solid masonry or hard wood, and of the same length and width as the piers they rest upon. Avoid plywood, as it may lead to unwanted settling or movement. Use 4" x 6" hardwood shims (wedges to level the home and fill any gaps between the base of the I-beam and the top of the pier cap. Always use shims in pairs (See Figure 4-2). Drive them in tightly so they do not occupy more than 1" of vertical space. When the space to be shimmed is less than the mini- mum thickness of available caps or concrete blocks, dimen- sion lumber may be used under the caps. Select manufactured pier heights so that their adjustable risers do not extend more than recommended by the manu- facturer when finally positioned. All piers must rest on footings that either extend below the frost line or are otherwise protected from frost effects, and are placed on either undisturbed soil or compacted fill. DESIGN PROCEDURES Piers Less Than 36" High. Construct piers less than 36" high out of single, open or closed -cell concrete blocks, 8" x 8" x 16". Install them so that the long side is at right angles to the supported I-beam (See Figure 4-2). Position open cells verti- cally upon the footers. (See Figure 4-1). Horizontal offsets should not exceed 1/2" top to bottom. Mortar is not normally required. Manufactured piers should be listed and labeled. Do not extend their adjusting studs beyond the limits specified by the manufacturer. Piers 36" to 80" High. Construct all piers between 36" and 80" high, and all corner piers over three (3) blocks high, out of double, interlocked concrete blocks (See Figure 4-2). Mortar will not normally be required. Piers Over 80" High. Where permitted by local codes, lay them in concrete mortar with steel reinforcing bars inserted in the block cells and fill the cells with concrete. Where such construction is not permitted by local codes, have piers over 80" high designed by a registered professional or structural engineer. Location and Spacing. The location and spacing of piers depend upon the dimensions and weight of the home, the roof load zone, size, and type of construction of the footings. Other factors such as the location of doors or other open- ings and heavy pieces of furniture are also important. In general locate piers no more than 2' from either end, and not over 10' o.c. Single -Section Homes. Figure 5-2 shows the recommended locations and spacing of piers for single -section homes. Multi -Section Homes. Figure 5-3 shows the recommended location and spacing of piers for multi -section homes. Under Doors and Heavy Furniture. Place additional piers on both sides of exterior doors, side-wall openings wider than 4' (such as sliding glass doors), at Pavilion dormers, under porch posts, wood stoves, and under the expected locations of heavy pieces of furniture such as pianos, organs, waterbeds, etc. 9 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) DESIGN PROCEDURES (Continued) Footings. Support every pier with a properly designed footing, as follows. ACCEPTABLE TYPES OF FOOTINGS. Concrete. Footings may consist of precast or poured -in-place concrete, pads, slabs, or ribbons with a 28 -day compressive strength at 3,000 psi. Pressure -Treated Permanent Wood. Two layers of 2" thick pressure -treated wood planks, with the long dimension of the second layer placed perpendicular to that of the first, fastened with cut edges painted or retreated, may also be used. Other Materials. You may also use other materials approved for this use by local authorities if they provide equal loadbearing capacity and resistance to decay. PLACEMENT IN FREEZING CLIMATES. Conventional Footings. For frost -susceptible soils, to pre- clude the harmful effects of ground frost heave, footings should usually be placed below the frost line. Consult local authorities to determine frost penetration. In the absence of a local code, use the frost penetration map as a guide. Existing manufactured home communities may be located on frost -susceptible soils in which homes historically have been installed on piers or slabs located above the frost line. For these communities, if there is a history of these homes not experienc- ing any deleterious effects from frost -heave and the homes are setup, supported and skirted as described herein, then footing are not required to extend below the frost line. Floating Slab System. When properly engineered by a registered professional engineer, compatible with the anchorage requirements of Chapter 5, and acceptable to the local authority having jurisdiction, a "floating slab system" may be used above the frost line. Insulated Foundations. Footings may also be placed above the frost line when the home is provided with a perimeter foundation or skirting having insulation properties sufficient to prevent freezing of the soil under or adjacent to every load- bearing component of the foundation and acceptable for this purpose by the local authority having jurisdiction. Useful design guidelines may be found in references at the end of this chapter. Insulation systems should be compatible with the requirement to cross ventilate the entire space under the home. Proper Sizing of Footings. Proper sizing of footings depends upon the load -carrying capacity of both the piers and the soil. See Table 4 for recommended footing sizes. See Table 4B for minimum required concrete footing thickness. Footing size in no case shall be less than 144 sq. in. or smaller than the pier it supports. Permanent Foundations. Check local building codes and regulations and consult a registered professional or structural 10 engineer when you are setting your home on a permanent foundation (such as a full basement, crawl space or load-bearing perimeter foundation). A permanent foundation design, which meets most local codes, may be available from Skyline Corpora- tion. Please contact the Skyline division which manufactured the home or Skyline's National Director of Consumer Relations. Flood -Prone Areas. Skyline Corporation does not recommend locating homes in river or coastal flood -prone areas. Special elevation and anchoring techniques are required when locating in a flood -prone area. Consult a registered professional or structural engineer to make sure that the home design and construction conform to applicable federal, state and local codes and regulations. The FEMA publication listed below contains design and construction recommendations. Severe Wind Areas. Special foundation and anchoring tech- niques are required when locating in a severe wind area. Consult a registered professional or structural engineer. The HUD founda- tions design guide referenced herein contains recommendations for designing foundations and anchoring systems. Do not place your home in a wind zone more severe than the one indicated on the data plate located by your home's main electrical panel. Special Snow Load Conditions. Homes designed for and lo- cated in heavy snowfall areas or subject to other extreme loading conditions may require special piers or footings. See tables and/ or special manufacturer's instructions provided with your home. IMPORTANT REFERENCE DOCUMENTS • Foundation plans available from manufacturer. • ANSI/NCSBCS A225.1-1987, "Manufactured Home Installations," NCSBCS, 505 Huntmar Park Drive, Herndon, VA 22070, (703)437-0100. • ASCE 7-88, "Minimum Design Loads for Buildings and other Structures," ASCE, 345 East 47th Street, New York, NY 10017-2398. • FEMA 85, "Manufactured Home Installation in Flood Hazard Areas," FEMA, Washington, DC 20472, (202)646-2708, September, 1985. • HUD Handbook 4930.3 (1989), "Permanent Foundations Guide for Manufactured Housing," HUD, 415 7th Street, S.W., Washington, CD 20410. • "All Weather Wood Foundation Systems Manual," National Forest Products Association, 1619 Massachusetts Ave., N.W., Washington, DC 20036, June, 1976. • "Design Guide for Frost -Protected Shallow Foundations," Prepared for U.S. Dept. of Housing and Urban Develop ment by" NAHB, Upper Marlboro, MD, June, 1994, Instrument No. DU1001<000005897. • "Building Foundation Design Guidebook," Document No. DE 88013350, National Technical Information Service, 5285 Port Royal Road, Springfield, VA 22161. FOUNDATION AND SUPPORT REQUIREMENTS (Continued) MANUFACTURED HOME INSTALLATIONS SINGLE OR MULTI -SECTION HOMES TYPES OF FOUNDATION SYSTEM - MAIN COMPONENTS(*) 1. Piers -Ground Anchors. Home rests on piers of concrete block, formed -in-place concrete, permanent wood or steel pedestals on permanent wood, crushed stone or concrete footers. Ground anchors in soil angled to resist straps or embedded in concrete deadmen in soil. Straps tied to the frame, with or without over -the -top straps. 2. Concrete Slab or Continuous Footing. Home rests on a concrete slab or ribbons of concrete. Straps tied between frame and perimeter footers or concrete slab. Skyline Corp. recommends installing earth anchors prior to pouring concrete slab. Concrete slab should be sloped to prevent water accumulation under home. 3. Pile/Post System. Home rests on piles/posts placed sufficiently deep in the ground to resist all wind, snow, frost heave and earthquake forces. Straps fasten home to the piles/posts or caps placed thereon. 4. Concrete or Concrete Block Load -Bearing Perimeter Walls (Basement or Crawl Space). Home rests on exterior load bearing walls which sit on concrete footings' weight to resist all external forces. The floor connection to foundation resists external forces. "For Skyline multi -section homes, the mating walls are supported by piers or support walls with straps and ground anchors, providing resistance to downward and uplift forces. TYPICAL FOOTING PADS FIG. 4-1 1W �i6" \ I \ y� �� SINGLE PAD FOOTING �T\ \� I DOUBLE PAD FOOT - 80 ING SINGLE PAD FOOTING 24" 1/4" Y DOUBLE PAD `\\ i a TRIPLE PAD FOOTING Y J ; �� DOUBLE PAD FOOTING FOOTING TWO DOUBLE PAD FOOTINGJ Y I I \ \ LOAD DISTRIBUTING PAD FOR SUPPORT \ � TRIPLE PAD FOOTING LOAD DISTRIBUTING PAD FO SUPPORT (24" X 24" X 4") TWO DOUBLE PAD FOOTING QUAD PAD FOOTING 16"x16"x4" CONCRETE PAD FOOTINGS 8"x16"x4" CONCRETE PAD FOOTINGS 2"x12"x24" WOOD PAD FOOTINGS 11 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) a� L co 0 N T TYPICAL PIER CONSTRUCTION I -Beam frame /Gap between top of pier and main frame may be hardwood plate (not exceeding 2" in thickness) and shims (not exceeding 1 " in thickness). Shims shall be at least 4" wide and 6" long, fitted and driven tight between wood plate or pier and main frame. 2" or 4" solid concrete block may fill _ remainder of gap. �- Cap — Wood or concrete, 2" x 8" x 16" installed with 16" dimension per- pendicular to the I-beam frame. , Single open or closed cell concrete blocks 8" x 8" x 16" (open cells .•••, placed vertically upon footer) installed with 16" dimension perpen20 - dicular to the I-beam frame. : w Footing - Solid concrete or other product approved for the purpose. Size according to Table 4. •„� i Ground Level J— Footing below frost line when subject to frost heaving. SINGLE BLOCK PIER - 8000 LBS. MAXIMUM CAPACITY. PIER CAPACITY MUST BE EQUAL TO OR MORE THAN REQUIRED FOOTER CAPACITY. Cap - Solid concrete block or equivalent. Double Interlocked Blocks, Max. Height is 80". ;oncrete grouting 'k Steel reinforcing bars For piers exceeding 80 inches in height the concrete blocks should be filled with concrete grouting and steel reinforcing rods should be used. DOUBLE BLOCK PIER - 14000 LBS. MAXIMUM CAPACITY. PIER CAPACITY MUST BE EQUAL TO OR MORE THAN REQUIRED FOOTER CAPACITY. Footings placed on firm undisturbed soil or in controlled fill free of grass and organic materials compacted to a minimum load bearing capacity of 1000 PSF. Fr AVERAGE DEPTH OF FROST PENETRATION — IN INCHES SOURCE: U.S. Dept. of Commerce Weather Bureau 12 FIG. 4-2 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) SUPPORT REQUIREMENTS The design loads and minimum footing sizes used in the The support requirements for homes designed for 60 PSF and selection of the support structure are set forth in Table 4. higher roof load (and those specifically indicated middle and The loads and footing sizes are the minimum values to be north zone homes) are found in the supplement accompanying used for the support structure and are based on the indi- this manual entitled "Manufactured Home Installation for Perir-n- cated roof live load and a floor live load of 40 PSF. eter Blocking." All load bearing supports and footings may be subject to Contact the Skyline division that built the home for more infor- approval by the local Enforcement Agency. mation concerning perimeter blocking. TABLE 1 PIER -LOADING UNDER MAIN I -BEAMS SINGLE -WIDE HOMES NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports of 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements. For example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". 61-051 81-011 CERT ' I I I as 09703 , 3. r,_ STATE ok 1 -CIO I-. N Pier A Pier B Pier CA L ,1111►10% The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, pier B would be designed for 7 ft. pier spacing. 4. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 13 12' WIDE HOMES 14' WIDE HOMES 16' WIDE HOMES Pier Spacing Under Main I -Beams (Ft.) Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load Pier Load (Lbs) (Lbs) 30 PSF 40 PSF Roof Roof Zone Zone Pier Load Pier Load (Lbs) (Lbs) 20 PSF 30 PSF Roof Roof Zone Zone Pier Load (Lbs) 40 PSF Roof Zone 4 2130 2420 2560 2410 2740 2940 2700 3060 3320 5 2660 3020 3190 3020 3420 3670 3370 3830 415C 6 3190 3620 3830 3620 4110 4410 4050 4590 498C 7 3720 4230 4470 4220 4790 5140 4720 5360 5810 8 4250 4830 5110 4820 5480 5880 5400 6120 664C 9 4780 5440 5750 1 5430 I 6160 6610 6070 6890 7470 10 5320 6040 1 6380 1 6030 1 6850 7340 6750 7650 8300 Wt. Per Foot See Note 4 532 604 638 603 685 734 675 765 830 NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports of 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements. For example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". 61-051 81-011 CERT ' I I I as 09703 , 3. r,_ STATE ok 1 -CIO I-. N Pier A Pier B Pier CA L ,1111►10% The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, pier B would be designed for 7 ft. pier spacing. 4. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 13 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 2 PIER LOADING UNDER MAIN I -BEAMS DOUBLE -WIDE HOMES NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimum required for the applicable conditions. The footing shall not be smaller than the pier it supports of 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements. For example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". 20' WIDE HOMES 24' WIDE HOMES 26'& 28' WIDE HOMES 32' WIDE HOMES Pier Spacing Under Main I -Beams (Ft.) Pier Load Pier Load (Lbs) (Lbs) 20 PSF 30 PSF Roof Roof Zone Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone 4 1810 2060 2170 2100 2390 2560 2360 2630 2940 2680 3000 3320 5 2270 2580 2710 2630 2980 3190 2950 3350 3670 3350 3750 4150 6 2720 3100 3260 3150 3580 3830 3540 4020 4410 4020 4500 4980 7 3170 3610 3800 3680 4180 4470 4130 4690 5140 4690 5250 5810 8 3630 4130 4340 4200 4770 5110 4720 5360 5880 5360 6000 6640 9 4080 4640 4880 4730 5370 1 5750 5310 6030 6610 6030 6750 7470 10 4540 5160 5420 5250 5970 6380 5900 6700 7340 6700 7500 8300 t. er oo t N See ote 5 454 516 542 525 597 638 590 670 734 670 750 830 NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimum required for the applicable conditions. The footing shall not be smaller than the pier it supports of 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements. For example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". Pier A' Pier B Pier C -'f • Z1.c)7 The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, pier B would be designed for 7 ft. pier spacing. 4. Concentrated loads at marriage line (see Table 3). 5. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 14 6,_0„ 8,_0„ < I 10 I < I Pier A' Pier B Pier C -'f • Z1.c)7 The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, pier B would be designed for 7 ft. pier spacing. 4. Concentrated loads at marriage line (see Table 3). 5. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 14 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 3 PIER LOADING UNDER CENTERLINE BEAMS DOUgLF-WIDE 14OMFS NOTES: 1) Where a column is located between two openings, sum the loads for each opening to obtain the required pier load. 2) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 3) The concentrated load consist of roof load only. 4) Pier locations at the marriage wall are marked with paint or metal indicator straps. 5) Piers used side by side to obtain the required load are permissible. PIER LOADING AND INSTALLATION UNDER SIDEWALL DOORS AND WINDOWS .Unit sidewall Typical door or window 4. opening - Width varies +- • ' see table below. A Floor joistsr �� r t + S Imo!4x4 block, 4" longer j �- Typical Pier� than joist spacing. Installed such that it • A' •'A • • See note 6:'- spans joists on either side of door jamb. Pier installed when Pier installed when SECTION 'A -A' joist is not under joist is under door jamb. door jamb. TABLE 3A sidewall Floor joists Typical Pier 20' WIDE HOMES 24' WIDE HOMES 26'& 28' WIDE HOMES 32' WIDE HOMES Span Between Columns (Ft.) See note 1 Pier Load (Lbs) 20 PSF Roof Zone Pier Load Pier Load (Lbs) (Lbs) 30 PSF 40 PSF Roof Roof Zone Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load Pier Load (Lbs) (Lbs) 40 PSF 20 PSF Roof Roof Zone Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone 6 900 1200 1500 1080 1440 1800 1260 1680 2100 1350 1800 2250 10 1500 2000 2500 1800 2400 3000 2100 2800 3500 2250 3000 3750 12 1800 2400 3000 2160 2880 3600 2520 3360 4200 2700 3600 4500 14 2100 2800 3500 2520 3360 4320 2940 3920 4900 3150 4200 5250 16 2400 3200 4000 2880 3840 1 4800 3360 4480 5600 3600 4800 6000 18 2700 3600 4500 3240 4320 5400 3780 5040 6300 4050 5400 6750 20 3000 4000 5000 3600 4800 6000 4200 5600 7000 4500 1 6000 7500 24 3600 4800 6000 4320 5760 7200 5040 67201 8400 .5400 7200 9000 NOTES: 1) Where a column is located between two openings, sum the loads for each opening to obtain the required pier load. 2) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 3) The concentrated load consist of roof load only. 4) Pier locations at the marriage wall are marked with paint or metal indicator straps. 5) Piers used side by side to obtain the required load are permissible. PIER LOADING AND INSTALLATION UNDER SIDEWALL DOORS AND WINDOWS .Unit sidewall Typical door or window 4. opening - Width varies +- • ' see table below. A Floor joistsr �� r t + S Imo!4x4 block, 4" longer j �- Typical Pier� than joist spacing. Installed such that it • A' •'A • • See note 6:'- spans joists on either side of door jamb. Pier installed when Pier installed when SECTION 'A -A' joist is not under joist is under door jamb. door jamb. TABLE 3A sidewall Floor joists Typical Pier NOTES: 1) Piers are required at all entry doors and window openings greater than four feet. 2) Piers are also required at bay windows where the sidewall opening is greater than four feet. 3) Piers are not required at door and window openings located along endwalls. 4) Piers are not required at some door and window locations if the floor has been reinforced at the factory. Contact the division that built your home to determine if this is applicable to your home. 5) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 6) Maximum pier setback is 6". If pier load (from table 3A) is 1240 lbs. or less, and nominal unit width is 12', 14', 20', 24', 26', or 28', then setback may oe 10" max. If pier load (from table 3A) is 1930 lbs. or less, and nominal unit width is 16', 18', or 32', then setback may be 10" max. 7) For piers between multiple openings, sum the loads for each opening. to obtain the required load. 15 48" OPENING 78.5" MAX. OPENING 108" MAX. OPENING 121" MAX. OPENING Nominal Unit Width (Ft.) Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load Pier Load (Lbs) (Lbs) 40 PSF 20 PSF Roof Roof Zone Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone 12 500 1 640 790 810 1050 1280 1110 1 1440 1760 1250 1610 1980 14 550 710 870 890 1160 1430 1230 1600 1960 1370 1780 2200 16 600 780 960 980 1270 1570 1340 1750 2260 1500 1960 2420 18 650 840 1040 1050 1380 1700 1450 1890 2340 1620 2120 2620 20 440 570 690 720 920 1130 990 1270 1550 1100 1420 1730 24 500 640 790 810 1 1050 1 1280 1 1110 1440 1 1760 1250 1610 1 1980 26 1 520 1 680 830 860 1110 1 1360 1 1180 1 1520 1 1870 1320 171-0-F--2 00 28 540 700 860 880 1140 1400 1 1210 1 1570 F 1930 1350 1750 2160 32 590 760 940 950 1240 1530 1 1310 1 1710 1 2110 1470 1910 2360 NOTES: 1) Piers are required at all entry doors and window openings greater than four feet. 2) Piers are also required at bay windows where the sidewall opening is greater than four feet. 3) Piers are not required at door and window openings located along endwalls. 4) Piers are not required at some door and window locations if the floor has been reinforced at the factory. Contact the division that built your home to determine if this is applicable to your home. 5) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 6) Maximum pier setback is 6". If pier load (from table 3A) is 1240 lbs. or less, and nominal unit width is 12', 14', 20', 24', 26', or 28', then setback may oe 10" max. If pier load (from table 3A) is 1930 lbs. or less, and nominal unit width is 16', 18', or 32', then setback may be 10" max. 7) For piers between multiple openings, sum the loads for each opening. to obtain the required load. 15 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) PAVILION DORMER BLOCKING 16 NOTES: 1) All units that have a Pavilion dormer require additional perimeter blocking. 2) Install piers under door/window openings and at each end of Pavilion wall. Install piers 4'-0" o.c. max between end of pavilion wall and door/window opening. 3) See table 3A for required pier capacities under windows or doors. 4) Piers located at each end of wall and spaced 4'-0" o.c. shall support 1300 lbs. min. 5) For roof loads in excess of 40 PSF, install piers per the "Manufactured Home Installation for Perimeter Blocking" supplement. TABLE 4 FOOTING SIZES FOOTING CAPACITY AT VARIOUS ALLOWABLE FOOTING SIZES (IN x IN) OR EQUAL AREAS (SQ. IN.) VALUES (Pounds) SIZE 1000 PSF 1500 PSF 2000 PSF 3000 PSF ALLOWABLE SOIL BEARING VALUE 1780 2665 3555 5335 7110 10665 REQUIRED 1000 PSF 1500 PSF 2000 PSF 3000 t Pier required at locations marked with an arrow. 4000 PSF 6000 PSF PIER LOAD T -- TYPICAL REQUIRED TYPICAL REQUIRED 16 NOTES: 1) All units that have a Pavilion dormer require additional perimeter blocking. 2) Install piers under door/window openings and at each end of Pavilion wall. Install piers 4'-0" o.c. max between end of pavilion wall and door/window opening. 3) See table 3A for required pier capacities under windows or doors. 4) Piers located at each end of wall and spaced 4'-0" o.c. shall support 1300 lbs. min. 5) For roof loads in excess of 40 PSF, install piers per the "Manufactured Home Installation for Perimeter Blocking" supplement. TABLE 4 FOOTING SIZES TABLE 4A COMMON FOOTING SIZES AND CAPACITIES FOOTING FOOTING CAPACITY AT VARIOUS ALLOWABLE FOOTING SIZES (IN x IN) OR EQUAL AREAS (SQ. IN.) VALUES (Pounds) SIZE 1000 PSF 1500 PSF 2000 PSF 3000 PSF ALLOWABLE SOIL BEARING VALUE 1780 2665 3555 5335 7110 10665 REQUIRED 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF PIER LOAD REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL CAPACITY AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES 3140 4710 (SO. IN) (IN.xlN.) (SQ. IN) ) (IN.xIN.) (SQ. IN) (IN.xIN.) (SQ. IN) (IN.xIN.) (SO. IN) (IN.xIN.) (SQ. IN) (IN.xIN.) 1500 216 12x20 144 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2000 288 16x20 192 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2500 360 18x20 240 12x20 180 12x20 144 12x20 144 12x20 144 12x20 3000 432 20x22 288 16x20 216 12x20 144 12x20 144 12x20 144 12x20 3500 504 22x24 336 18x20 252 14x20 168 12x20 144 12x20 144 12x20 4000 576 24x24 384 20x20 288 16x20 192 12x20 144 12x20 144 12x20 4500 648 26x26 432 20x22 324 18x20 216 12x20 144 12x20 144 12x20 5000 720 26x28 480 22x22 360 18x20 240 12x20 162 12x20 144 12x20 5500 792 28x30 528 22x24 396 20x20 264 14x20 180 12x20 144 12x20 6000 864 30x30 576 24x24 432 20x22 288 16x20 198 12x20 144 12x20 6500 936 30x32 624 24x26 468 22x22 312 16x20 216 12x20 156 12x20 7000 1008 32x32 672 26x26 504 22x24 336 18x20 234 12x20 168 12x20 7500 1080 32x34 720 26x28 540 24x24 360 18x20 252 14x20 180 12x20 8000 1152 34x34 768 28x28 576 24x24 384 20x20 270 14x20 192 12x20 8500 1224 34x36 816 28x30 612 24x26 408 20x22 288 16x20 204 12x20 9000 1296 36x36 864 30x30 648 26x26 432 20x22 306 16x20 216 12x20 9500 1368 36x38 912 30x32 684 26x28 456 22x22 324 18x20 228 12x20 in nn1440 38x38 960 30x32 720 26x28 480 22x22 360 18x20 240 12x20 TABLE 4A COMMON FOOTING SIZES AND CAPACITIES FOOTING FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING VALUES (Pounds) SIZE 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF 16"x16" 1780 2665 3555 5335 7110 10665 18"x18" 2250 3375 4500 6750 9000 13500 24"x24" 4000 6000 8000 12000 16000 24000 16"x32" 3555 5335 7110 10665 14220 21335 32"x32" 7110 10665 14220 21335 — — 12"Round 785 1180 1570 2355 3140 4712 16" Round 1395 2095 2790 4190 5585 8375 18" Round 1765 2650 3535 5300 7070 10600 24" Round 3140 4710 6280 9425 12565 18850 36" Round 1 7070 1 10600 1 14135 1 21205 1 — — TABLE 4B MAXIMUM FOOTING SIZE PER FOOTING THICKNESS Note: 1. Concrete blocks are 8"x16" minimum. 2. Steel piers have 12" square base minimum. 3. Double steel pier may not be used on this footing. 17 PIER Minimum Footing Thickness 4" 6" 8" 12" DESCRIPTION Single Concrete 30"x30" square 40"x40" square o T cn.L Block 36" round — —_ LL U) CL ouble Concrete 38"x38" square 48"x48" square U Block 44" round E.E Single or Double 34"x34" square 45"x45" square 00 w Steel Pier 40" round om Quad steel Pier 46"x46" square — o , Single Concrete 22"x22" square 30"x30" square 38"x38" square U)G Block 28" round 38" round 48" round X Ev Double Concrete 30"x30" square 38"x38" square 46"x46" square LL Block 36" round 46" round U) Single or Double 26"x26" square 34"x34" square .42"x42" square 0o CU Steel Pier 32" round 42" roundCD 000 Quad steel Pier 38"x38" square 46"x46" square — 44" round o Single Concrete 20"x20" square 26"x26" square 32"x32" square 46"x46" square u) � Block 24" round 32" round 40" round LL co Double Concrete 28"x28" square 34"x34" square 40"x40" square >P Block 32" round 40" round 48" round — E.q' Single or Double 24"x24" square 30"x30" square 36"x36" square 0o ca Steel Pier 28" round 36" round 44" round cco o Quad steel Pier 36"x36" square 42"x42" square 48"x48" square 40" round 48" round — _ Single Concrete 16"x16" square 20"x20" square 26"x26" square 34"x34" square o >. Block 20" round 24" round 30" round 42" round mY aDouble Concrete 24"x24" square 28"x28" square 34"x34" square 42"x42" square E m Block 28" round 34" round 40" round U — U) o> Single or Double 20"x20" square 24"x24" square 30"x30" square 39"x39" square a S Steel Pier 24" round 30" round 34" round 46" round CO � Quad steel Pier 32"x32" square 36"x36" square 42"x42" square 48"x48" square 36" round 42" round 48" round Note: 1. Concrete blocks are 8"x16" minimum. 2. Steel piers have 12" square base minimum. 3. Double steel pier may not be used on this footing. 17 CHAPTER 5 SETUP PROCEDURES WARNING: WHEN SETTING UP THIS HOME, THE FOLLOWING PRECAUTIONS REGARDING JACKING MUST BE FOLLOWED. Moving Home To Location: Make sure the following items are completed before placing the home: • The site is properly prepared. See Chapter 3. • All concrete work necessary to setting the home is finished • Utilities are installed or available. • Any trenching, for crossover drain lines or for wheels that will be left in place, is complete. • Items that could be difficult to install after the home is sited (such as anchors and ground moisture retarders) are in their proper locations. CAUTION: THE HOME WEIGHS SEVERAL TONS. USE ADEQUATE TEMPORARY SUPPORT BLOCKING TO SAFEGUARD WORKERS. SKYLINE CORP. RECOM- MENDS WOOD BLOCKING. Positioning Home. When not placing the home on a con- crete slab or poured -in-place footings, mark the corners of the home and lay out footings and support devices close to where they will be used. Then move the home or first section into position. Leveling and Blocking — Single -Wide Homes. 1. Before doing any jacking, place support piers for the home in the location under the home as specified in the home installation instructions. 2. Use a minimum of two jacks, each with a rating of at least ten tons. 3. Jack only on the main chassis I-beam. Locate the jack directly under the vertical web of the I-beam. Do not jack on the seam (joint between flanges) of a twin I-beam. 4. Use a large 3/8 inch thick steel plate, C -channel or other equivalent plate between the main chassis I-beam and the jack head to distribute the load.. 5. The jack base and any blocking must be located on firm ground. 6. Do not operate the jacks while you are under the main I -beams of the home. 7. Use jacks only for raising the home. Do not rely on the jacks to support the home. 18 8. Place 4" x 6" x 48" min. safety timbers between the (- beams and ground in case of jack failure. Timber should be hardwood. 9. Raise the home in small increments and provide additional blocking between the home and the piers and safety piers as the home is raised. 10. Do not go under the home while it is supported on the jacks unless safety timbers capable of supporting the home are in place. FAILURE TO FOLLOW THESE WARNINGS MAY RESULT IN SERIOUS INJURY OR DEATH. Reminders before jacking... 1. Use only jacks in good condition with a minimum rating of 10 tons. 2. Use a minute man C -Channel jacking plate or equivalent between jack and steel I-beam to distribute the concentrated loads. (See Figure 5-1) 3. Use a firm support under the jack base to prevent tipping or settling of the jack. Skyline recommends a 12" x 12" or larger pad. 4. Always follow the sequence of jacking outlined below to avoid overstressing structural members. `1' -BEAM C -CHANNEL 8" LONG 10 TON JACK -�JACK SUPPORTLOCATE ON FIRM SOIL ®®®®®®®®®®®® ®®®®®® FIG. 5-1 SET-UP PROCEDURES (Continued) The jacking procedure is as follows: 1. After the home is located in its final position, you can preliminarily level it by using the hitch jack but only after ad- equately wheel blocking the home so it does not roll. 2. Jack up one side of the home by placing one jack just forward of the front spring hanger and the other just behind the rear spring hanger. These two jacks must be operated simultaneously to raise the home. Jack low side of the home first. Install footings and piers; one just forward of the front jack and another just behind the rear jack (taking care not to exceed the correct spacing selected from Table 1 or 2). 3. Next, jack the main I-beam at the front and position a pier within 2'-0" of the end of the I-beam. At the completion of this step, this side of the home should be approximately level. 4. Repeat Steps 2 and 3 for the other side of the home. At the completion of this step, the home should be roughly level from front to rear and from side to side. 5. Place the remaining pier supports under the main I-beam on each side taking care to maintain a maximum distance of no more than the spacing determined from Tables 1 or 2 with piers located with 2"-0" of each end of each I-beam. (See Fig. 5-2) 6. Level the home within reasonable tolerances, using a 6 foot carpenter's level, water level, or similar equipment. The final height adjustment is obtained by jacking the I-beam and placing hardwood shims between the piers and I-beam, or other approved methods such as adjustable piers. THIS LEVELING PROCESS IS IMPORTANT FOR APPEARANCE AND IS ESSENTIAL FOR THE PROPER OPERATION OF DOORS, WINDOWS, AND THE DRAINAGE SYSTEM. 7. Place additional supports at each side of sidewall door and window openings over 4'0" wide. (See Table 3A) 8. Within 90 days after initial set-up, the home should be releveled, if necessary to compensate for any pier settlement. Follow the procedure in Item 6 above. - NOTE: DURING THE LEVELING OR RELEVELING PRO- CESS, LOOSEN FRAME TIES AND OVER -THE -ROOF TIES (IF PROVIDED) PRIOR TO JACKING HOME. z�\ r ��J - T ' - 2'-0" o , J LI L}J L J �J MAXIMUM PIER SPACING I -BEAM AS SELECTED �✓ FROM TABLE 1 r L J J` TYPICAL PIER I L J LyJ r�, L J r T`_ 10'-0" I� r1� J , MAX. L_J L_J 2'-0" FIG. 5-2 19 SET-UP PROCEDURES (Continued) LEVELING AND BLOCKING, DOUBLE -WIDE HOMES With the exception of the requirement for support under the marriage wall of double -wide units, leveling and blocking procedures are the same as for single -wide units. The site . must be prepared as previously described. Special consid- eration must be given to the footings and pier construction required by (1) local soil conditions, (2) depth of frost line and (3) special requirements for local jurisdictions. It may be desirable to construct the footings and piers (to grade height) Pier at centerline within 1' of front and rear wall. This pier required only if there is a column located at the front t or rear wall. (See Table 3) L{', L J 21, rprT 2'-0" Max. I I I 1 I L J L J L J L J Varies* I I I LJ LJJ L J I 1 , Piers required at all inte- I-BEAM I I rior column locations, per Table 3. (See detail) r{I� L J L]J L J LJJ I II II i I J L J L1ITTI J L J L I 1! LJ L t+J LI] L I - L_J L�] Lt; h *Dimensions vary. If pre -construction of footing is desired, contact the Skyline division that manufactured the unit for ap- plicable dimensions. e�++ �•( T, s i B•3o•e FIG. 5- I�t�t 0f11A� 20 Max. Pier spacing as selected from Table 2. Centerline Support pier location indicator -Metal strap or centerline joist marked with paint beneath home or label indicating pier location. prior to moving the home to its final location. Preconstruction of the footings and piers to grade may be accomplished by referring to the pier location diagram, Figure 5-4, making special note of the additional piers required at centerline beam supports. If there are questions regarding pier loca- tions, please contact the division for aid. Piers located at the centerline may carry much higher loads than other pier locations. PROPER BLOCKING OF THE CENTERLINE BEAM IS VITAL- TO THE PERFORMANCE OF A_ DOUBLE -WIDE HOME. FIG. 5-4 FOOTINGS AND PIERS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY — ANY APPROVED SYS- TEM MAY BE USED. FIG. 5-5 RIM JOIST AT MARRIAGE LINE WHERE AVAILABLE PIERS DO NOT HAVE THE CAPACITY REQUIRED BY TABLE 3 FOR CONCENTRATED LOADS -2 OR MORE PIERS MAY BE USED. THE SUM OF PIER CAPACITIES AT EACH SUPPORT POINT SHALL BE AT LEAST EQUAL TO THE LOADS SPECIFIED IN TABLE 3. UPLIFTED CONNECTOR I I- CAPACITY IS 1242# EACH TO BE UPLIFT CONNECTOR CAPACITY IS MARRIAGE WALL RESISTED BY 3114# EACH TO BE RESISTED BY ANCHORING ANCHORING EQUIPMENT. EQUIPMENT CABLE & THIMBLE SYSTEM SHOWN STANDARD HURRICANE FOR ILLUSTRATION STRAP CAPACITY IS ONLY — ANY AP- 3150# PER STRAP PROVED METHOD MAY BE USED RIM JOIST 1/4" CABLE THIMBLE INSERTED IN \ 1/4" CABLE o CONNECTOR T CLAMPS STANDARD HURRICANE HOLE. STRAP IS TO BE GALVANIZED STEEL SLOT IN STRAP IS FOR INSTALLATION CONNECTED DIRECTLY CABLE 7/32" DIA. OF STANDARD HURRICANE STRAP TO APPROVED ANCHOR. (7x7) OR 1/4" DIA. DESCRIBED ON PAGE 22. CONNECT STRAP IS ATTACHED TO (7x17) TENSION TIE -DOWN STRAP DIRECTLY TO UP - WALL IN FACTORY. R TIE - ER TIE-- CABLE PER LIFT CONNECTOR AS SHOWN BY FIG. DOWN I 5-12. (SPLICE DEVICE NOT REQUIRED) TIONS TYPICAL MARRIAGE WALL STRAPS SET-UP PROCEDURES (Continued) INSTALLATION OF "ADJUSTABLE OUTRIGGER" Perimeter joist 5-#12x2" wood screws 1 Thrust Bracket Typical transverse / 1 floor joist 6" Pipe Main Unit I -Beam. Must be +or- �� 10" deep or more. a;;, 1/2 Threaded Rod must be seated in corner of ADJUSTABLE OUT - I -Beam web/flange. RIGGER Adjustment nut 3/4" threaded rod INSTALLATION INSTRUCTIONS 1. Locate the floor joist that requires support. 2. Mark I-beam directly under the floor joist to align "Adjustable Outrigger". 3. Adjust nut on threaded rod so it clears the frame flange for easy adjustment. 4. Set threaded rod in the pipe and against the frame. 5. Set thrust bracket on the floor joist and secure it with five #12 x 2" screws. If there is insulation installed between bottom board and floor joist, cut a small slit in the bottom board and insulation. Move the insulation away from the area where the thrust bracket is to be installed. Install bracket and repair bottom board with provided bottom board tape. 6. Adjust proper pressure by tightening the nut, until the perimeter joist is square and level. 7. If the "Adjustable Outrigger" is to be exposed to the weather after installation, or installed in highly corrosive environment, then it shall be painted with an exterior grade paint. NOTES: 1. The "Adjustable Outrigger" is intended as an alternate to perimeter piers at door and window openings. Page 6 of this manual requires perimeter piers at sidewall door and window openings that are 4 feet wide or wider. 2. The "Adjustable Outrigger" is to be installed at the building site at time of setup. It may be factory supplied and shipped loose or purchased separately by the dealer. The thrust bracket is listed by Preferred Construction Inspections (#1055-11). The threaded rod meets ASTM standard A307-1994 and the nut meets ANSI/ASME standard B18.2.2-1986. All necessary parts for the "Adjustable Outrigger" assembly are included in the package, and are purchased together. 3. The maximum load carrying capacity of the "Adjustable Outrigger" is 1400 lbs. See page 15, Table 3A for required pier loads at door and window openings. 4. These instructions are applicable ONLY to "The Adjustable Outrigger" manufactured by Manufactured Housing Foundations Systems Inc. (A subsidiary of Oliver Technologies, Inc.) 5. The "Adjustable Outrigger" is to be temporarily removed if the home is to be retransported, and then reinstalled after setup. 6. The "Adjustable Outrigger" is not available for use on 18' singlewides, 14' singlewides with 75.5" I -Beam spacing or 16' singlewides with 82.5" or 75.5" I -Beam spacing. 21 SET-UP PROCEDURES (Continued) FIG. 5-6 USE OF WATER LEVEL VALVE WATER LINE SUPPORT DEVICE MATERIAL TO MAKE LEVEL • Five Gallon Pail with Lid • Plastic Tubing — 100 feet x 3/8" or 1/2" • Cork — 1-1/2" • Male Barbed Fitting — 3/8" x 3/4" • Steel Washer — 7/8" • Nut — 3/4" • Female Barbed Fitting — 3/8" x 1/2" • Male Valve — 1/2" • Pipe Sealant • Food Coloring — 8 oz. "HOW TO USE A WATER LEVEL" PLACE AT ANY POINT AROUND HOME Unroll Tubing: Position level where it is to be used. Take care not to have kinks in it, step on it or lay anything on it. Check for Air Bubbles: To remove any lower valve below bottom of container and open. Close valve when they are out. Container Location: Located so valve can. reach all areas of home. Build up container so water line in valve end of tubing is at the predetermined height support devices will be set. Leveling of Support Device: Secure valve above determined height and open. Adjust device as needed. Close valve and move to next support device. NOTE: Level all support devices before lowering home. 22 SET-UP PROCEDURES (Continued) DOUBLE -WIDE INTERCONNECTION The procedure for connecting the homes is as follows. 1. Remove the temporary closure materials (polyethylene and batten strips) and position the halves as close together as possible in the final desired location. Do not remove tem- porary beam supports until step 7 has been completed. 2. Move the first section of home into its desired position. Block and level it in the same manner as described for a single section home. Skyline Corp. recommends, if possible, the heavy half be blocked and leveled first as it is easier to lift and roll the light half and fit into place. 3. Install sill sealer insulating material (provided) around the ceiling (to the ridge beam at the ceiling panel line), endwalls and floor mating line. Fasten sill sealer with staples or nails. See figure 5-8A. 4. Slide the two halves together with rolling and jacking equipment. Care must be taken during rolling and jacking operations to avoid overstressing structural members. With the halves together at the floor, align the floors at the ends of the home. It is better to have a minor misalignment under the siding where it cannot be seen and will not cause a problem, than a small misalignment that will be observed in the interior of the home. 5. With the home aligned at the floor and supported by its foundation, join the floors using 3/8" x 3" (4-1/2" lags with double perimeter joist) lag screws 2 to 3 feet on center. The centerline gap at the floor should be a maximum of 3/16". Use the procedures outlined on page 19 to level the home and check supports and footings with tables 2 and 3. 6. To obtain access into the ceiling cavity to bolt or alter- nately lag screw the ridge beam sections together, fold back the underlayment paper and remove the 16" wide sheathing panel(s) at the peak. Note that the shingles may not have been installed on one or both halves, at the 16" wide area at 1-1/2" the peak. If one side is shingled, it is intended that the beams be lag screwed together. If neither side is shingled, the beam may be lag screwed or bolted together. Bolts to be 3/8" x 4- 1/2" at 48" o.c. with 3 additional bolts at 3" o.c. over interior beam supports. Lag screws to be 3/8" x 5" at 24" o.c. with 6 additional lag screws at 3" o.c. over interior beam supports. (If marriage walls and ridge beam halves have been plated with 3/8" sheathing, then the bolts/lags must be increased in length by 3/4" to 5-3/4".) Predrill 1/4" pilot holes for the lag screws at 1-1/2" down from the top of the beam and with a maximum offset from the horizontal of 45 degrees. A gap between beam halves up to 1 " is allowable. Gaps larger than 1/2" must be filled with plywood or lumber shims. For 1/2" max gaps, increase fastener length 1/2". For 1" max. gaps increase fastener length 1-1/4". See Fig. 5-7. 7. Prior to interconnecting the ridge beam halves, examine the ridge beam ends. Should there be a slight misalignment, it can be eliminated by placing a jack under the low side of main beam on one half and use the jack to raise the beam. The alignment can be held by properly bolting or lag screwing the beam halves together. See Fig. 5-8. 8. Place additional pier supports at the centerline at the interior column locations marked on the floor with indicator straps or paint (see Figure 5-3 and 5-4 and Table 3). Skyline Corp. provides pier location diagrams for all multiwide mod- els. These diagrams show the required locations of piers anc are very useful in determining pier placement prior to taking receipt of home. Additional piers are required each side of exterior doors and sidewall openings greater than 4' in width. See Table 3A for these pier load requirements. 9. Toe -nail endwall centerline studs together using 16d nails 10" o.c. 10. If home has double mating walls, then fasten the mating wall columns together with #8 x 4" screws 16" o.c. See Figure 5-7A. 3" �, FIG. 5-7 REVIEWED AND ISSUED BY CONFORMITY ASSESSMENT SER DECEMBER 10, 2001 DAPIA-UNDERWRITERS LABORATORIES, INC. #8X4" wood screws at 16" o.c. Either fastener location shown is acceptable. If post is constructed from 2x4s or 2x6s use toe -screw location. (1-1/2" penetration required.) erm FIG. 5-7A Mating line Interior support post/ configurations (typ.) 23 SET-UP PROCEDURES (Continued) DOUBLE -WIDE INTECONNECTION (Continued) NOTE: IT IS IMPORTANT TO HAVE ROOF/CEILING SECTIONS FLUSH AT MATING LINE PRIOR TO FASTENING OF RIDGE BEAM HALVES. IF THEY ARE NOT FLUSH, THEN THE LOW SIDE SHOULD BE RAISED BY JACKING WITH A WOOD POST OR STEEL PIPE WITH A WOOD OR METAL PAD AT THE CEILING. PLACE THE BASE OF THE JACK ACROSS THE FLOOR MATING LINE SO THAT IT RESTS ON BOTH HALVES. JACK AGAINST CEILING ONLY IN AREAS WHERE THERE IS NO MARRIAGE WALL. FIG. 5-8 Pad on ceiling section to be raised. as Base over both floors at mating line —i Ridge beam 11 11 11 4 11 11 11 11 11 11 11 11 11 11 11 11 11 W x a- .rS �n�, 4fA_wG•� HA. Mir .:Bf . .VN�/9'Xi+ . -.'bl+' .._yam a.*.o..r: _ ., a.__ A'.'.oi...:,e-i'�FM '� ..rt•+ .n.�ts ' ,.. ma' aKS.`�.a�# :4"Z Install sill sealer (provided) at endwalls, floor mating line and ridge beam bottom 11 11 11 flange. 1711 11 11 11 11 11 11 FIG. 5-8A ` Mating line rim joist ATTACHMENT OF GYPSUM PANELS AT DOUBLE -WIDE CENTERLINE Some multiple -wide units will have a gypsum panel left off at the centerline for field attachment. Fasten the factory supplied gypsum wallboard panel(s) at the center of the endwalls after the units have been attached. Fasten the panel(s) to the wall framing as described in figure 5-813 below. i Centerline of Unit Gypsum Wallboard Blockina if reauired. will be fac- Dnn, lc Fasten 5/16" gypsum panels to framing with 3/16"x1" staples or 1" washer head screws 6" o.c. around perimeter & 12" o.c. in the field. Fasten 1/2" gypsum w/1-5/8" x 0.099" gypsum nails 8" o.c. or 1-1/4" type 'w' drywall screws 12" o.c. If gypsum is overlaying 3.6mm lauan, then increase fastener lengths 1/4". Gypsum may be glued to framing (optional) in combination with w/ mechanical fastening above. Use an approved glue. 24 4' for field installed gyp. Panel. I. INTERIOR VIEW FIG. 5-8B Center gypsum panel is field in- stalled. All required gypsum panels, fasteners and adhesives are supplied by the factory. SET-UP PROCEDURES (Continued) MANUFACTURED HOME TIE -DOWN INSTRUCTIONS The support system must also resist lifting, sliding, and overturning forces resulting from side winds. A method used is to install ground anchors and tie -down straps in addition to the piers. Tie -downs as described are the minimum neces- sary if the home is to withstand its design loads without dislocation. On multi -section homes, sections must be fas- tened together and level before tie -down straps are installed. WARNING BEFORE GROUND ANCHOR INSTALLATION, DETERMINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRI- CAL CABLES, WATER LINES OR SEWER PIPING. FAIL- URE TO DETERMINE THE LOCATION OF UNDERGROUND ELECTRICAL CABLES MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. NOTE: IN THE FRAME TIE -DOWN SYSTEM, IT IS IMPOR- TANT TO USE MATERIALS OF PROPER DESIGN AND OF ADEQUATE QUALITY. THE MATERIAL SPECIFICATIONS CONTAINED HEREIN SHOULD BE CONSIDERED AS MINIMUM REQUIREMENTS. Materials not furnished with the home which will be neces- sary to complete the tie -down system must meet the require- ments set forth below. Such materials would include: 1. Cable or steel strap with a breaking strength of at least 4,725 pounds e.g. galvanized aircraft cable at least 1/4" diameter or Type 1, Finish B, Grade 1 steel strapping 1-1/4" wide and 0.03" thick, conforming with ASTM D3953-91. 2. Galvanized connection devices such as turnbuckles, eyebolts, strap buckles, and cable clamps should be rated at 3,150 working load minimum. 3. Ground anchors — capable of withstanding at least a 4,725 pound pull. Anchors must be installed as specified by the anchor manufacturer. Stabilizers or concrete collars may be required by anchor manufacturer. THE HOME MUST BE IN ITS FINAL LEVEL POSITION PRIOR TO TYING IT DOWN. The procedure for tying down the manufactured home is as follows: 1. Position and install the ground anchors under exterior walls so that the final strap angle and height (H) will be within the limits shown in tables 5 thru 6C. 2. Connect the straps to the frame and ground anchors (See Figs. 5-9 and 5-10). Straps wrapped around the I -Beam as shown in Fig. 5-9 require protection from premature failure due to sharp corners. Fig. 5-9A illustrates one method to. protect against sharp corner damage. Other methods (such as beam clamps — Tie -Down Engineering part no. 59003 or equivalent) approved by the local building authority having jurisdiction may be used. 3. Tighten the straps using the tensioning device provided with the ground.anchors. Use caution to avoid overtension ng the straps which might pull the home off the piers. It is recommended that all straps be tightened only enough to re- move slack. Then, after all straps are installed and the slack removed, tension the straps. 4. The strap tension should be rechecked at frequent intEr- vals until all pier settlement has stopped. CAUTION: DURING THE RELEVELING PROCESS, DO NOT JACK THE HOME AGAINST TIGHT STRAPS. Protect sharp corners with 26Ga. (0.019" min.) x 2" galvanized steel strapping material formed to fit around beam flanges. Sharp corner protection at top and bottom of beam if strap is wrapped around beam. Unit I -Beam FIG. 5-9A 25 SET-UP PROCEDURES (Continued) MANUFACTURED HOME TIE -DOWN INSTRUCTIONS (Continued) OPTIONAL OVER -THE -ROOF STRAP PROCEDURE Materials not furnished with the home which will be neces- sary to properly connect the over -the -roof straps are: If over -the -roof straps are provided (optional on all 1. Ground anchors capable of withstanding at least 4,750 homes) they may be connected to ground anchors as pound pull when installed in the soil at the site. specified in the following procedure in order to achieve 2. Strap end connection devices (See Fig. 5-10). additional stability in extreme winds. Note that the frame tie -down procedure on page 25 is still mandatory. STEP 1 51EP2 STRAP BUCKLE NOT PROVIDED PULL TIGHT DOWN TO ANCHOR .`�� BEY T.• CF *# Strap to frame tie -down procedure Note: Beam attachment device may be run to top or bottom of I -Beam if device is approved in that manner. 11 � Ic OF C' IWO ¢NAL goals.�`��.4c' 1 1/4" +—MIN In lea MINUTEMAN �7':j STRAP DEVICE OR EQUIVALENT APPROVED ANCHOR FIG. 5-9 FIG. 5-10 THE HOME MUST BE IN ITS FINAL LEVEL POSITION WITH FRAME TIES INSTALLED BEFORE CONNECTING THE OVER -THE -ROOF STRAPS. The procedure for over -the -roof strap installation is as follows: 1. Position and install the ground anchors so that the strap will be vertical after attachment to the anchor. The anchor may be installed slightly beneath the home to avoid interfer- ence with skirting (See Fig. 5-11). 2. Insert the minuteman connector yoke through the eye in the anchor and insert slotted bolt through the yoke. 3. Place end of strap through slotted bolt and remove slack by turning bolt. DO NOT TENSION UNTIL BOTH ENDS OF STRAP ARE CONNECTED. 4. Tension and lock minuteman connector in position; consult instructions furnished with connectors. 5. Check strap tension (See step 4 under frame tie -down procedure). 6. For double -wide homes see Fig. 5-12 for the splice connection at the centerline. OPTIONAL UNDER -SKIN STEEL STRAP (FACTORY INSTALLED) STRAPS TO BE INSTALLED VERTICALLY ANCHOR FIG. 5-11 1 ANCHOR 1. Insert end of the strap through the slat on the splice device, allowing 15" of strap to extend through the device. DOUBLEWIDE OPTIONAL 2. Make a 180 degree bend in the strap and slide a strap seal over STEP t OVER -THE -ROOF STRAPS the double thickness of strap, positioning the strap seal as close to the splice device as possible. Compress the strap seal on the strap with a pair of vise grip pliers or hammer, or crimp strap seal with an ® STRAP SEAL A -B Chance crimping tool. (Make all bends in the strap as sharp as SPLICE DEVICE 0 STEP 2 possible by crimping with vise grip or larger pliers). 3. Bend strap back over the seal and insert back through the slot on the splice device. Flatten bend with vise grip pliers or hammer. 0 4. Repeat steps 1 through 3 with the mating strap. Draw the com- pleted assembly down to the ridge beam by tensioning the strap in the STEP 3 ground anchor. FIG. 5_12 26 TABLE 5 STRAP ANGLE TABLE FOR STANDARD HEIGHT PIERS - WIND ZONE 1 SINGLE-WIDES ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14' O.C. MIN STRAP ANGLE 18 DEGREES 22 DEGREES MAX. STRAP ANGLE 47 DEGREES 37 DEGREES DOUBLE-WIDES ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14' O.C. MIN STRAP ANGLE 8 Degrees, 10.5 Degrees for 32' Wides 8 Degrees, 12.5 Degrees for 32' Wides MAX. STRAP ANGLE 43 Degrees, 54.5 Degrees for 32' Wides 33 Degrees, 47 Degrees for 32' Wides DOUBLE-WIDES WITH 5/12 ROOF PITCH ANCHORS/STRAPS 8' O.C. NA MIN STRAP ANGLE 7.8 Degrees, 4.9 Degrees for 32' Wides - MAX. STRAP ANGLE 40.3 Degrees, 37.3 Degrees for 32' Wides - DOUBLE-WIDES WITH 7/12 ROOF PITCH ANCHORS/STRAPS 6' O.C. NA MIN STRAP ANGLE 21.7 Degrees, 8.4 Degrees for 32' Wides - MAX. STRAP ANGLE 48.3 Degrees, 44.7 Degrees for 32' Wides - MIN./MAX. PIER HEIGHTS FOR STANDARD HEIGHT PIERS - WIND ZONE I SINGLE-WIDES DOUBLE-WIDES ANCHORS/STRAPS 8' O.C. WIND ZONE I 75.5 82 99.5 28 ft WIDES _H MIN in MAIN I -BEAM SPACING (in) - - - - - - - - - - - - ANCHORS/STRAPS 12' O.C. 32 ft WIDES. H MIN in ANCHORS/STRAPS 14' O.C. MAIN I -BEAM SPACING (in) 75.5 82 99.5 75.5 82 99.5 12 ft H MIN in 12 12 12 13 12 12 WIDES H MAX in H MIN in 36 14 32 12 23 12 25 17 34 13 16 12 14 ft WIDES H MAX in H MIN in 48 16 44 13 35 12 34 19 31 15 25 12 16 ft WIDES H MAX in H MIN in 60 - 56 - 47 12 42 - 40 - 33 - 18 ft WIDES H MAX in - - 58 - - - DOUBLE-WIDES DOUBLE-WIDES WITH 5/12 ROOF PITCH MAIN [-BEAM SPACING (in) ANCHORS/STRAPS 8' O.C. WIND ZONE I 75.5 82 99.5 28 ft WIDES _H MIN in MAIN I -BEAM SPACING (in) - - - - - - - - - - - - ANCHORS/STRAPS 12' O.C. 32 ft WIDES. H MIN in ANCHORS/STRAPS 14' O.C. 75.5 82 99.5 75.5 82 99.5 20 ft WIDES H MIN in 12 23 12 36 12 42 12 48 - - - - 12 32 12 39 12 45 - - 12 23 12 30 12 35 12 35 12 14 12 22 12 25 12 29 - - - - 12 19 12 23 12 27 - - - - 12 14 12 18 12 21 12 43 H MAX in 24 ft WIDES H MIN in H MAX in 26 ft WIDES H MIN in H MAX in 28 ft WIDES H MIN in H MAX (in) 28 ft WIDES H MIN in H MAX in DOUBLE-WIDES WITH 5/12 ROOF PITCH MAIN [-BEAM SPACING (in) ANCHORS/STRAPS 8' O.C. NA 75.5 82 99.5 75.5 82 99.5 28 ft WIDES _H MIN in - - 12 - - 27.5 - - 12 - - 30.5 - - - - - - - - - - - - H MAX in 32 ft WIDES. H MIN in H MAX in DOUBLE-WIDES WITH 7/12 ROOF PITCH MAIN I -BEAM SPACING (in) ANCHORS/STRAPS 6' O.C. NA 75.5 82 99.5 75.5 82 99.5 28 ft H MIN in WIDES H MAX in - - 12 - - - - - 34 - - 32 nova H MIN in • MAX in - - 12 - - - - - 35 - - - * 1 1961 : * '0 % 8TA EOF f�Q. tivD1ANP• a0 i ....144 VAL V See Table 5 & 5A for spacing 6" t p. I� I-Beall"' A q Stra Anchor ANCHOR TIE DOWN DETAIL FIG. 5-13 Buckle - See Fig. 5-9 Strap - See page 25 for specs. 1" min. t Main Fram H Strap Angle—► - - - - - Anchor rated and installed per Anchor manufacturer's instructions SECTION A -A 27 TABLE 5A STRAP ANGLE TABLE FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES WIND ZONE I WIND ZONE I ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. MIN. STRAP ANGLE 18 DEGREES _ MAX. STRAP ANGLE 63 DEGREES - DOUBLE-WIDES ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. MIN. STRAP ANGLE 6 Degrees, 7 Degrees for 32' Wides 4 Degrees, 5.5 Degrees for 32' Wides MAX. STRAP ANGLE 63 Degrees, 67 Degrees for 32' Wides 70 Degrees, 73 Degrees for 32' Wides MINIMAX. PIER HEIGHTS FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES WIND ZONE I WIND ZONE I ANCHORS/STRAPS 8' O.C. MAIN I -BEAM SPACING (in) 75.5 82 99.5 ANCHORS/STRAPS 6' O.C. 75.5 82 99.5 12 ft WIDES H MIN in 12 12 12 H MAX in 66 59 42 H MIN in 14 13 12 H MAX in 72 72 64 H MINin 18 17 14 H MAX in 72 72 72 H MIN in - - 18 H MAX (in) - - 72 - - - - - - - - - - - - - - - - - - - - - 14 ft WIDES 16 ft WIDES 18 ft WIDES DOUBLE-WIDES See Table 5 & 5A for spacing 6" typ. I I� I -B j*am A A. Strap Anchor ANCHOR TIE DOWN DETAIL FIG. 5-14 >> Buckle - See Fig. 5-9 Strap - See page 25 9= for specs. 1" min. Main Frame--' '-''' H Strap Angle --_---_---- _--- _----- I Anchor rated and installed per T Anchor manufacturer's instructions SECTION A -A 28 ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. MAIN I -BEAM SPACING (in) 75.5 82 99.5 75.5 82 99.5 20 ft H MIN in 12 - - 12 - - WIDES H MAX in H MIN in 42 12 - 12 - 12 60 12 - 12 - 12 24 ft WIDES H MAX in H MIN in 67 12 60 12 43 12 72 12 72 12 60 12 26 ft WIDES H MAX in H MIN in 72 12 72 12 55 12 72 12 72 12 72 12 28 ft WIDES H MAX (in) H MIN in 72 - 72 65 12 72 - 72 - 72 12 32 ft WIDES H MAX in - 72 - - 72 See Table 5 & 5A for spacing 6" typ. I I� I -B j*am A A. Strap Anchor ANCHOR TIE DOWN DETAIL FIG. 5-14 >> Buckle - See Fig. 5-9 Strap - See page 25 9= for specs. 1" min. Main Frame--' '-''' H Strap Angle --_---_---- _--- _----- I Anchor rated and installed per T Anchor manufacturer's instructions SECTION A -A 28 TIE -DOWN DETAILS FOR EXTRA TALL PIERS (UP TO 8899) WIND ZONE I ONLY TABLE 5B •`�,���G\STS • G '•• ..Q� 9ob'•, ef *:. 1960 312 z 3 •�f.o3 ;• STATE OF 7 TYPICAL SINGLE -WIDE 99.5", except 24' wides may be 99.5", I'd 82" or 75.5"�I TYPICAL DOUBLE -WIDE Straps and anchors to be installed 12'-0" o.c. maximum. 8'-0" o.c. maximum for units with 5/12 roof pitch A " NOMINAL UNIT WIDTH Singlewides Doublewides Doublewides with 5/12 Roof Pitch 14' 16' 24' 28' 32' 28' 32' Strap Angle, A (degrees) Min. 8 8 9.1 12.1 15.7 13.7 7.5 Max. 69.9 63.9 39.9 34.6 32.2 34.6 32.2 Pier Height, H (degrees) Min. 12 12 18 28 40 29 19 Max. 88 88 88 88 88 88 88 Notes: 1) Straps and anchors to be rated for 3150 lbs. of working stress min. 2) See page 25 for strap material specification, connection to I -Beam and all other setup information. 3) See page 12 for required pier construction. 29 STANDARD TIE -DOWN DETAILS ,..,...,o,, MIN. & MAX. ELEVATION WIND ZONE II MIN. & MAX. DIAGONAL STRAP ANGLE ��.••P�Y T. �F�•.,�• WIND ZONE III MIN. & MAX. DIAGONAL STRAP ANGLE Z TABLE 6 14" TO 25" 25° TO 40° 14" TO 26" Q' O'••�J► : 14' 0 . 2 28 a W� 19600312 25.2" TO 34.6" W So TA3 E OF .•'• ��•.0,��.!NplANP 41' TO 50° W n 2 •• •. �± 36° TO 50° SEE NOTE #1 F =1F!=qT1 #*•,;� O 0 r �ONALLu 15.5" TO 38" � 18' 20" TO 44" L 19" TO 47" 9 ° STRAP ANGLE STRAP ANGLE al 2 cc 0 0 LL Q W m J A W W of f O_z Q i W N W ANCHOR TO BE RATED FOR 36849 OF WORKING STRESS, TOTAL FOR BOTH STRAPS. (INSTALLED PER ANCHOR MANUFACTURER'S INSTRUCTIONS SEE NOTE 3) SINGLE -WIDE F==1 I F==9 F9 1 rTti a I- 1 -4 I 1 X11 ri -4 H � STRAP ANGLE I STRAP INSTALL STRAP & ANCHORS 6'-8'@ ZONE 11 5'-4" @ ZONE III & 4'-0"@ ZONE II&III FOR SHED ROOF SINGLEWIDES SEE TABLE FOR ELEVATION & STRAP ANGLE LIMITATIONS ANCHOR TO BE RATED FOR 3684# OF WORKING STRESS, TOTAL FOR BOTH------------ STRAPS. OTHSTRAPS. (INSTALLED PER ANCHOR MANUFACTURER'S INSTRUCTIONS SEE NOTE 3) DOUBLE -WIDE USE 24' WIDE RESULTS FOR 12' HALF OF 22' WIDE DOUBLE WIDES SEE NOTE #1 WIDTH MIN. & MAX. ELEVATION WIND ZONE II MIN. & MAX. DIAGONAL STRAP ANGLE MIN. & MAX. ELEVATION WIND ZONE III MIN. & MAX. DIAGONAL STRAP ANGLE 12' 14" TO 25" 25° TO 40° 14" TO 26" 25° TO 41 ° 14' 12" TO 27" 20.5° TO 40° 2 28 20.5° TO 41 ° 12' SHED ROOF 25.2" TO 34.6" 41 ° TO 50° 25.2" TO 34.6" 41' TO 50° 14' SHED ROOF 23.4" TO 38.4" 36° TO 50° 23.4" TO 38.4" 36° TO 50° 16' 16" TO 36" 20.5° TO 40° 15.5" TO 38" 19.5° TO 41' 18' 20" TO 44" 20.5° TO 40° 19" TO 47" 9 ° 20' OR 22'* 12" TO 15" 34° TO 40° 12" TO 16" 34° TO 42° 24' 12" TO 22" 24.5° TO 40° 12" TO 23.5" 24.5° TO 42° 28' 1 12" TO 23.5" 23° TO 40° 1 12" TO 25.5" 23° TO 42° 32' 1 12" TO 33" 1 16.6° TO 39.3° 12" TO 36" 16.6° TO 41.8° 16' SHED ROOF 21" TO 27.5" 25.9° TO 32.4° 21" TO 27.5" 25.9° TO 32.4° NOTES: 1) FOR STRAP MATERIAL SPECIFICATION, CONNECTION TO FRAME I -BEAM & OTHER SETUP INFORMATION, REFER TO SKYLINE INSTALLATION MANUAL 2) FOR ANCHORING SYSTEMS, THE INSTRUCTIONS SHALL INDICATE: A) THE MINIMUM ANCHOR CAPACITY REQUIRED; B) ANCHORS SHOULD BE CERTIFIED BY PROFESSIONAL ENGINEER, ARCHITECT, OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE, BASED ON THE MAXIMUM ANGLE OF DIAGONAL TIE AND/OR VERTICAL TIE LOADING AND ANGLE OF ANCHOR INSTALLATION, AND TYPE OF SOIL IN WHICH THE ANCHOR IS TO BE INSTALLED; C) GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 2 INCHES ABOVE THE WATER TABLE; D) GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES; E) ANCHORING EQUIPMENT SHOULD BE CERTIFIED BY A PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. 3) ANCHORS RATED @ 3150# OF WORKING STRESS TOTAL FOR BOTH STRAPS, MAY BE USED IF STRAP & ANCHOR SPACING IS REDUCED TO 5-8" @ WIND ZONE 11 AND 4'-6" @ WIND ZONE III. STRAPS AND ANCHORS MAY BE INSTALLED 4'-0" O.C. ON SHED ROOF SINGLEWIDES WITH ANCHORS RATED @ 3150#. 4) THE A -B CHANCE STRAP SEAL DEVICE DEPICTED BY FIG. 5-12 MAY BE USED AS DIRECTED FOR ATTACHING THE REQUIRED DOUBLEWIDE CENTERLINE STRAPS TO GROUND ANCHORS. 5) STANDARD TIE -DOWN DETAILS ARE NOT APPLICABLE TO 5/12 ROOF PITCH DOUBLEWIDES @ WIND ZONE II & III. 30 SKYLINE CORP. Sidewall straps are fac- tory installed. z Ground anchor (typical). TIE -DOWN DETAILS FOR 5/12 ROOF PITCH DOUBLE WIDES AT WIND ZONE II & III TABLE 6A Optional Strap location A2 H71 H2 Standard Strap Al WIND ZONE II (100 mph) Unit Width H (max.) H (min.) Angle (max.) Angle (min.) 24' 48" 12" 23.2 degrees 6.12 degrees 26' 48" 12" 20.3 degrees 6.12 degrees 28' 48" 12" 20.3 degrees 5.28 degrees 32' 48" 12" 18.96 degrees 4.91 degrees WIND ZONE III (110 mph) Unit Width H (max.) H (min.) Angle (max.) Angle (min.) 24' 48" 12" 25.2 degrees 6.12 degrees 26' 48" 12" 20.3.degrees 6.12 degrees 28' 48" 12" 20.3 degrees 5.28 degrees 32' 48" 12" 18.96 degrees 4.91 degrees Straps and Anchors to be spaced 5'- 4" o.c. max. @ Zone II & 4'- 0" o.c. max. @ Zone III. IN T. ...GISTEA10 19600312 NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) Use H1 and Al for standard strap location. Use H2 and A2 for optional strap location. 3) See page 25 for strap material specification, connection to I -Beam and other setup information. 4) The A -B chance strap seal device depicted by Fig. 5-12 may be used as directed for attaching the required doublewide centerline straps to ground anchors. 31 I" TIE -DOWN DETAILS FOR UNITS WITH 102" SIDEWALLS TABLE 6B .•044 EY T' FFG, ••J`'�. ,P�p1ST�,9�O ♦ t .-No_ - Z' Ground anchor (typical). Factory installed sidewall strap. Not required at Wind Zone I. Ground anchor (typical). ---y Alternate Tiedown Strap location. Wind Zone II or III only. Alternate Strap Standard Tied angle (A). Strap location Y.. H TYPICAL SINGLEWIDE Standard Strap angle (A). STANDARD TIE -DOWN STRAP LOCATIONS Straps and Anchors to be spaced 12'-0" o.c. max. at Wind Zone I. 8'-0" o.c. max. on 5/12 roof pitch unitsi Wind Zone I. 5'-4" o.c. max. at Wind Zone II. 4'-0" o.c. max. at Wind Zone III. ALTERNATE TIE -DOWN STRAP LOCATIONS 14' Singlewides 16' Singlewides 28' Doublewides 32' Doublewides 28' Doublewides with 5/12 roof pitch 32' Doublewides with 5/12 roof pitch 48" H Max. 32" 44.5" 36" 49.5" 23.5" 27.5" Wind H Min. 12" 14" 12 12" 2 12" Zone I A (Max.) 45.0 degrees 46.0 degrees 50.0 degrees 51.0 degrees 38 degrees 34.5 degrees 48" A Max. 19.0 de rees 18.0 degrees 7.0 degrees 10.0 de rees 9 degrees 6 degrees 12" H Max. 28" 37" 25" 35" - - Wind H Min. 13" 17.5" 12" 12" - - Zone II A Max. 41.0 degrees 40.5 degrees 41.5 degrees 41.0 degrees - - ax. 22.0 degrees 22.0 degrees 23.0 degrees 16.6 degrees - - H Max. 33" 44" 29" 41" - Wind H (Min.) 12" 1 15.5" 12" 12" 1- - Zone III A (Max.) 45.7 degrees 1 45.5 degrees 45.8 degrees 1 45.5 degrees I- - A Max. 20.4 degrees 1 19.7 degrees 23.0 degrees 1 16.6 degrees I- - ALTERNATE TIE -DOWN STRAP LOCATIONS NOTES: 1 Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2 See page 25 for strap material specification, connection to I -Beam and other setup information. 3 Main I -Beam spacing to be 99.5" min. on all units. 4 Not available on 5/12 roof pitch units at Wind Zone II or III. 32 14' Singlewides 16' Singlewides 28' Doublewides 28' Doublewides 32' Doublewides 32' Doublewides with 5/12 roof pitch with 5/12 roof pitch H Max. 48" 48" 48" 48" - - Wind H Min. 12" 12" 12" 12" - - Zone II A Max. 20.0 degrees 18.6 degrees 20.6 degrees 19.0 degrees - - ax. 5.2 degrees 4.8 degrees 5.4 degrees 4.9 degrees - - H Max. 48" 48" 48" 1 48" 1 - Wind H (Min.) 12" 12" 12" 1 12" - Zone III A (Max.) 20.0 degrees 18.6 degrees 20.6 degrees 1 19.0 de - A Max. 5.2 degrees 4.8 degrees 5.4 degrees 4.9 degrees - - NOTES: 1 Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2 See page 25 for strap material specification, connection to I -Beam and other setup information. 3 Main I -Beam spacing to be 99.5" min. on all units. 4 Not available on 5/12 roof pitch units at Wind Zone II or III. 32 TAG ---------- �s F -A - I -BEAM TYPICAL DOUBLE -WIDE GROUND ANCHOR LONGITUDINAL TIEDOWNS MAX. HORIZONTAL ANGLE r� (SEE TABLE) I I I BEAMIL FRONT OR REAR 7 I CROSS MEMBER TOP VIEW BEAM �- -- - TYPICAL SINGLE -WIDE EAM �- - -- - -- ZI-BEAM -------------L TYPICAL DOUBLE -WIDE BEAM TYPICAL TRIPLE -WIDE SHOULDER -TYPE EYE BOLT, NUT & MAIN 1-t$t:AM-- \ W HER NOT PROVIDED LONGITUDINALTIEDOWNS--. _ FRONT OR REAR STRAP GROUND ANCHOR CROSS MEMBER r- GROUND LEVEL CABLE -FRAME TIE -DOWN CONNECTION VERTICAL A GLE IS MEASURED FROM STRAP TO LEVEL HORIZONTAL PLANE ® ANCHOR SIDE VIEW 2 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE II NOMINAL UNIT WIDTH (feet) SINGLEWIDES DOUBLEWIDES DOUBLEWIDES w/5/12 ROOF PITCH ANGLES DEGREES 12' 14' 16' 18' 24' 26' 28' 32' 24' 26' 28' 32' TRIPLE- TAG UNITS MAX. VERTICAL ANGLE 46 35 118 1 NA 42 1 37 1 32 13 35 28 19 NA 23 42 MAX. HORIZONTAL ANGLE 20 20 120 1 NA 20 1 20 1 20 1 20 20 1 20 1 20 NA 20 20 2 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE III NOMINAL UNIT WIDTH (feet) NOTES: 1) Longitudinal Tiedowns are in addition to diagonal tiedowns along the main rails. 2) Ground anchors, straps & cables (including eyebolt, nut, etc.) shall be capable of resisting an ultimate load of 4725 lbs. (3150 lbs. design) min. Install ground anchor in accordance with ground anchor manufacturer's installation instructions. See note 2 page 29. 3) Anchorage system subject to local inspection at the time of installation. 4) Other methods approved by local building authorities may be used. 5) Longitudinal tiedowns are not required at wind zone I. 6) If a doublewide unit has a roof pitch exceeding 3/12 (i.e. 4/12) then use 5/12 roof pitch requirements. 33 SINGLEWIDES DOUBLEWIDES I DOUBLEWIDES w/5/12 ROOF PITCH ANGLES DEGREES 12' 14' 16' 18' 24' 26' 28' 32' 24' 26' 28' 1 32' TRIPLE- TAG UNITS MAX. VERTICAL ANGLE 32 INA NA I NA 27 17 1 NA I NA 11 NA I NA I NA NA 27 MAX. HORIZONTAL ANGLE 20-[20 NA NA 20 20 f 20 NA 20 1 NA NA I NA NA 45 4 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE II NOMINAL UNIT WIDTH (feet) SINGLEWIDES DOUBLEWIDES DOUBLEWIDES w/5/12 ROOF PITCH ANGLES DEGREES 12' 14' 16' 18' 6'2' 24' 26' 24'k454 28' 32' TRIPLE- TAG UNITS MAX. VERTICAL ANGLE 62 57 51 45 6180 57 54 51 43 52 NA MAX. HORIZONTAL ANGLE 45 45 45 45 455 45 45 45 45 45 NA 4 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE III NOMINAL UNIT WIDTH (feet) SINGLEWIDES DOUBLEWIDES DOUBLEWIDES w/5/12 ROOF PITCH ANGLES DEGREES 12' 14' 16' 18' 24' 26' 28' 32' 24' 26' 28' 32' TRIPLE- TAG UNITS MAX. VERTICAL ANGLE 56 49 141 1 31 54 1 51 1 47 39 49 45 1 41 28 42 NA MAX. HORIZONTAL ANGLE 45 45 145 1 45 45 1 45 1 45 45 45 45 45 45 45 NA NOTES: 1) Longitudinal Tiedowns are in addition to diagonal tiedowns along the main rails. 2) Ground anchors, straps & cables (including eyebolt, nut, etc.) shall be capable of resisting an ultimate load of 4725 lbs. (3150 lbs. design) min. Install ground anchor in accordance with ground anchor manufacturer's installation instructions. See note 2 page 29. 3) Anchorage system subject to local inspection at the time of installation. 4) Other methods approved by local building authorities may be used. 5) Longitudinal tiedowns are not required at wind zone I. 6) If a doublewide unit has a roof pitch exceeding 3/12 (i.e. 4/12) then use 5/12 roof pitch requirements. 33 SET-UP PROCEDURES (Continued) TIE -DOWN STRAP INSTALLATION EXAMPLE To properly install ground anchors and tie -down straps for a home, certain criteria must be established. This criteria is as follows: 1. Width of the home. 2. Main I-beam spacing of the home. 3. Wind Zone area where home is to be placed. 4. Distance from bottom of I-beam to ground. 5. Torque reading of the soil. 6. Nominal roof pitch of unit (for double-wides). For this example assume the home being installed is a 14 foot wide (single -wide) by 66 feet long. The home is being installed in Wind Zone I, and the main I-beam spacing has been established at 99-1/2 inches. The home has a 12 inch tall I-beam, and. the clearance from the I-beam to the ground is measured at 20 inches. To determine the distance (H) from the ground to the underside of the floor add the I-beam depth (12") to the clearance between I-beam and the ground (20"). Therefore H=12"+20"=32". From Table 5 on page 27 (Wind Zone 1) determine the maximum allowable strap spacing. Enter table at left hand side for 14' wides, and check the maximum pier height (H) 34 for 99.5" I-beam spacing. H max.=35" with straps/anchors spaced at 12' o.c. maximum. Therefore, tie -down strap spacing should not exceed 12 foot on center. If the home were placed in a Wind Zone II or III area, the tables on pages 30 or 31 would be used. Next, determine the correct soil anchors to be used. An anchor soil test probe is required to test the soil where the example home is to be set. The soil test probe looks like a long drill bit with a fitting at the top which accepts a torque wrench. The torque required to turn the probe, when the probe reaches the desired anchor depth, is measured. The anchor manufacturer provides a chart relating the measured torque value to the type of anchor required to provide the desired holding force. AN INCORRECTLY SELECTED ANCHOR WILL NOT PROVIDE THE REQUIRED LOAD RESISTANCE. For this example, assume a torque of 300 inch -pounds was measured at a probe depth of 4 feet. A class 4 soil is indicated from the anchor manufacturer data. The correct anchor would be identified and rated for a class 4 soil. Soil anchors must be installed as directed by the anchor manufacturer. If the direction of the pull is not in line with the shaft of the anchor, a concrete cylinder collar or a ground anchor stabilizer plate is required. The anchor manufacturer installation instructions should describe the correct anchor placement with regard to direction, water table level and frost line location. SETUP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE HARDBOARD SIDING Fasten the precut strip of Masonite with 8d galvanized nails (head should be painted to match the siding) 4" o.c. around the perimeter and 8" o.c. on the intermediate studs. Ap- ply trim and caulking at the centerline, horizontal joints and around windows (if required) as illustrated by the details in Figure 5-18. (In cases where the Masonite has to be cut to fit in the field, the ripped edges should be stained to match the siding with acrylic latex stain). Note: Use 8d galvanized box Figure A nails w/min. 3/16" dia. heads at 4" o.c. around perimeter and 8' Vertical Masonite Application o.c. at intermediate studs. 16" o.c. typical studs 1_ •i i I i 4"p j1�8p. �It•-�„ tyP I 4 r I I • -' I • ; • • 4" • • • • typ• 1.1/8„ typ 4-3/8' Perimeter JoistUnit i Stain bottom Centerline edge Figure B - Double Wide Masonite Close -Off Application nit I Unit i Centerline Butyl caulking 'p at joint 1 Masonite Siding Masonite Close -off field installed w/8d galvanized Bd galvanized box nails 8" o.c. at Wind box nails 4" o.c. Zone I, 6" o.c. at Wind Zones II and III. Stain edges to match Masonite (See note 1) Figure C Ficiure D Vertical Joint Horizontal Joint Masonite Siding a ` Caulk joint w/bu- tyle cau ing Flashing Masonite Strip (rip Masonite Siding Masonite Siding from siding sheets) Stain Edges Use 8dto galvanized match Use tad galvanized box nails 4" o.c. w/ Itbox nails 4" o.c. min. 3/16" dia. heads Masonite Siding (May be lap siding) Figure EE NOTE: Typical Window Trim Application 1. All ripped edges to be stained with matching acrylic laiex 8" typ. At Wind stain from siding mfr. g Zone I, Typ. Al // Caulk with butyl Wind Zone e II &III �If( caulking to match I� 1Z trim 1/2" 1 TYp- 7z" aulking to • trim (fill • rabbetted area) • Use 8d galvanized box nails w/min 3/16" dia. heads FIG. 5-18 35 SET-UP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE VINYL LAP SIDING The siding panels should be attached using galvanized steel or aluminum 16 ga. 1/2 by 1-1/2" staples. (6d galvanized nails may also be used). Staples should be driven so that there is a 1/32" clearance between the siding and staple crown to allow some lateral movement. Fasten every 16" at the stud loca- tion. See Figure 5-19 Detail A for proper fastening. Snap the bottom course of siding into the starter strip and fasten to the wall. Leave a 1/4" space at corner posts and 'J' channels around window and door openings to allow for expansion. Do not fasten within 4" of an accessory. Vertical butt joints in panels should overlap 1 ". Do not fasten the pan- el within 4" of the joint. Install vinyl, aluminum, felt or other suitable material for flashing at bottom corners of doors and windows per Figure 5-19 Detail E. Apply caulk around siding and light blocks, water faucets, or other small penetrations. Install successive courses similarly to the first. Butt joints in adjacent courses should be offset approximately 24" for best appearance. Joints in alternate courses should be aligned vertically (See Figure 5-19 Detail B). Panels will have to be cut at headers and sills. A single panel should extend without joints across the width of the opening. When cutting a panel at a sill, measure the distance between the bottom of the opening and the top lock of the lower course, then deduct 1/4" (See Fig. 5-19 Detail C). Slide the cut panel into the under sill trim and install. Note that the under sill trim piece may have to be furred to maintain the proper pitch of the siding. Measure and cut the header panel in the same manner as indicated above. The top sections at the gable will need to be angle cut. Use two scrap pieces of siding to make a pattern (See Fig. 5-19 Detail D). Interlock one piece with the siding panel below. Hold the other piece on top against the gable. Mark a line on the bottom piece and cut. Use this piece as a pattern for cut- ting gable pieces. Install the gable pieces by interlocking with the lower course, sliding into the gable 'J' rail and fastening. If a home has been provided with "Craneboard" solid core vinyl siding, then read and follow the special instructions provided with this manual. Incorrectly Correctly Incorrectly Appl1ied Applied Applied \l DETAIL A 36 DETAIL B FIG. 5-19 DETAIL C Mark Angle 2 Scrap Pieces for Cut ' of Siding _ _ Pattern for i Angle DETAIL D J -Trim • 6�O Diverter 1/2" Min J -Trim All Purpose �2 Trim DETAIL E SET-UP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE JAMES HARDIE "HARDIPLANK" OR "HARDIPANEL" SIDING "Hardiplank" and "Hardipanel" are fiber -cement siding panels. "Hardiplank" is a lap style siding, and "Hardipanel" is a panel type siding. Fasten the siding panels to framing members with 6d galvanized nails (2" long min. -2-1/4" with "Hardiplank" at Wind Zones II and III) per the details shown in Figure 5-20 below. "Hardiplank" siding requires 2 additional fasteners evenly spaced between studs into sheathing at Wind Zone II and III only. "Hardiplank" siding is not allowed within 3 feet of a sidewall/endwall corner at Wind Zone III. Finish siding by painting with an exterior grade, semi -gloss acrylic or latex paint. All ripped edges of panels should be painted to match. Fi ure A Ficiure B HardiplankRim Joist or �� Hardiplank Siding Exterior wall Siding bottom plate 1/4" to 1/2" Fasten with 6d 1 "x2" Wood Stop nails 12" to 16" Starter Detailo.c. Outside Corner Figure C Figure D Hardiplank Lap joints must fall at Siding stud. Stagger joints at Hardiplank least 2 stud bays. 48" Siding Fasten with 6d nails min. between joints at - 12" to 16" o.c. same course. 2 Stud bays required from 3/4" to 1 " wall corner to 1 st joint. 1"x1" Wood Sto 3/8" to 1/2' Inside Corner Lap Joint 6d nail required at each stud location (16" o.c.). 2 Figure E additional nails required at Wind Zones II and III. FI ure F �- Hardiplank Thesefasteners shall be evenly spaced between studs into a 3/8" (min.) structural sheathing. it Siding <:: ; :: < :µ µµ>:a;:,>; _ 1-1/4" min. £iM: {M, :Ff,' r' 1-1/4" min =: zt tn,' ->;'>; ,. overlay i>£<,£ -<3 overla>�f<"> Window frame • Flash, shim, gap 3/16" and caulk. ,;os£i K[� fiSf.f.£ Sfili:£{ S t<fy5' � ,5 �FMm _ This fastening style is required HardiPlank Nailingi at Wind Zones Window Detail n&Ill Figure G min. from corners NOTE' �2" 6d nail 6" o.c. at edges & 2" o.c. in field at Wind Double studs are required within 3 feet of a sidewall/endwall Zone I. 6d nails 5" o.c. at - corner at Wind Zones II and III. Fasten HardiPanel siding edge & es . . in field at Cover joints with lumber panels to both studs at double stud locations. • battens or Hardiplank caulk. •3/8" ^ Siding min. t 3/8" min. HardiPanel Applicatio FIG. 5-20 37 SET-UP PROCEDURES (Continued) SHINGLE ROOF CLOSURE INSTALLATION OF SHINGLED ROOF: 1, Fold back underlayment paper. 2. Remove the 16 inch wide sheathing at the ridge beam of one or both halves which was temporarily secured to the roof at the factory. 3. Bolt the ridge beam together as outlined on page 23. For models with heat ducts in the roof cavity make the intercon- nection of two units by running the provided flexible duct through the access hole in the ridge beam. After the mechanical connection is made, tape the joint with 2 inch wide duct tape. 4. See Fig 5-21. Reinstall the 3/8" x 16" wide sheathing by first reinstalling the factory provided sheathing panel clips (2 per bay), then fasten using 15 gauge x 7/16" x 1-1/2" staples or 8d twist nails 4 inches on center at butt joints and at each truss between joints. Special fastening may be required at trusses located over shearwalls. These trusses will be marked with a paint spot on the truss top chord. Fasten roof sheathing to these trusses with fasteners 38 spaced 2" o.c. (3" o.c. — if truss is doubled — to both trusses). 5. If home is to be set in a Wind Zone II or III area, then apply a 6" wide strip of asphalt cement to the roof decking on both halves of home, directly adjacent to the roof peak. 6. Tack roof underlayment paper back in place. 7. Staple additional underlayment strip down, centered at ridge. 8. Fasten drip cap to sheathing at roof edge (above felt). 9. Complete installation of shingles (See Fig. 5-22). 10. Cut shingles for ridge cap and install as shown in Figures 5-24 and 5-25. NOTE: TO PREVENT WIND LIFTING AND POSSIBLE LEAKAGE, THE RIDGE CAP SHINGLES SHOULD BE ORIENTED WITH RESPECT TO PREVAILING WINDS AS INDICATED IN FIG. 5-25. 11. Install closure cap at eave joint (See Fig. 5-26). 12. See supplement for ridge vent if applicable. Field installed sheathing Site installed 4 shingles Ridge Shingles g ( � �\ Underlayment paper or 5 courses) \ Underlayment / strip ' Sheathing 18" shingle 24" shingle r 24" shingle ` 30" shingle ' 36" shingle See Underlayment \ folded fastening g requirrement paper back for beam bolting. Ridge beam Drip cap If the roofingin the area of the front rake has been covered to protect frm wind damage during transit, the protective covering and fasteners are to be carefully removed. Seal the fastener holes with asphalt roofing cement. FIG. 5-21 FIG. 5-22 OPTIONAL CENTERLINE METAL FLASHING AND SHINGLE INSTALLATION. 10" strip of underlayment paper installed over metal flashin and below shingles. Shingle ridge cap - install per figures 5-23 thru Install shingles (each 5-25 section) to centerline. 8"x32Ga. (min.) or .019" (min.) aluminum metal roll flashing. Fasten with 1 "x1" - 1/4"x16Ga. Galvanized staples or roofing nails at 16" o.c. both sides. FIG. 5-22A SETUP PROCEDURES (Continued) DOUBLE -WIDE SHINGLED ROOF FASTENERS: Use 1" crown x 1" leg 16 GA. galvanized staples or 1 1/4" 12 GA. galvanized roofing nails with 3/8" diameter heads 36" Shingle CUT SHINGLE INTO 3 PIECES AS SHOWN BY DOTTED LINE X X X X 12„ I 1 I I WIND ZONE I I I 1 2 I 3 36" Shingle X x X x x X 12" . WIND ZONE II & III Nail 1" from each end 5 5/8" above exposed butt & 5/8" above each cut out FIG. 5-23 FIG. 5-24 Nail or staple ridge shingles as indicated. ca - See fig. 5-23 for fastener sizes. oc \moo, Apply caulking to O closure cap Q�� lit • \ •1t.t'. � �- '� I I JI Secure closure N , cap with #6x3/4" I� h 5„ Exposure screws at locations indicated Ridge line FIG. 5-25 FIG. 5-26 39 SET-UP PROCEDURES (Continued) DOUBLE -WIDE UTILITY INTERCONNECTION ELECTRICAL INTERCONNECTION OF DOUBLE-WIDES Bonding Chassis halves floor joist construction are to be bonded together with the provided bonding wire and lugs (See page 54). Electrical Crossover NOTE: ALL ON-SITE ELECTRICAL WORK MUST BE PERFORMED BY QUALIFIED PERSONNEL. BEFORE CONNECTING ELECTRICAL CROSSOVER ASSURE THAT POWER HAS NOT YET BEEN CONNECTED. Endwall Crossover The procedure for this interconnection is as follows: 1. Feed wires from side B through metallic wire protectors into junction box or Sub -Panel in side A (See Fig. 5-27). 2. Staple wires within 8 inches of junction box or Sub -Panel to side of stud at centerline of stud. 3. Remove cover from junction box inside home; cut wires to length allowing a minimum of 4 inches of free wire extend- ing from box. 4. Strip approximately 1 inch of wire and connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits) with the provided wire nuts. 5. Push wires into box and replace cover. NOTE: SOME MODELS MAY HAVE ELECTRICAL CROSSOVERS AT FRONT AND REAR. Endwall Access tjunction I Endwall Side A I box - inside home E Side B Ji L(_ _ _ �r , Factory installed wire i FIG. 5-27 F IMM n iaLancu UU1 iuun a UU1 iuu%.wi o (materials provided) FIG. 5-28 40 NM or SE cable / Pull box r( I Plywood or OSB access cover FIG. 5-28A Pull box ][:::Hole or notch in joists Plywood access cover FIG. 5-28B Below Floor Crossover The correct procedure is as follows: 1. Remove the pull box covers and install the provided conduit and conductors between the boxes (See Fig. 5-28). 2. Using the provided wire connectors, connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits). 3. Push wires into boxes and replace covers. Below Floor Crossovers In Floor Pull Box The correct procedure is as follows: 1. Remove plywood access covers and cut bottom board for access to wires (See Fig. 5-28A). 2. Feed wires around bottom of marriage line floor joists and into junction box. 3. Cut wires to length allowing a minimum of 4" free wire extending into box. 4. Strip approximately 1 inch of wire and connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits). 5. Replace access covers and tape bottom board with pro- vided tape. In Floor Pull Box The correct procedure is as follows: 1. Remove plywood access cover to pull box and cut bottom board on opposite half for access to wires (See Fig. 5- 286). 2. Feed wires through hole or notch in joists into junction box. 3. Attach wires as described in steps 3 and 4 for endwall crossover. 4. Replace access cover and tape bottom board with pro- vided tape. SET-UP PROCEDURES (Continued) UTILITY INTERCONNECTION In Floor Cable Splice The correct procedure is as follows: Remove bottom board access covers (See Fig. 5-28C). Feed cable through hole or notch in joists. Connect cable splice together. Replace access covers with provided bottom board tape. Cable Splic Hole or notch in joists FIG. 5-28C 20 Amp Non - Exterior ac- Endwall Metallic cable splice - Type cess panel on studs NM -m or both halves. cable splice Fasten with manufacturec wood screws by moiex-etc to wall studs. (part no. 19045). Factory installed wire During transit free protectors over notches ends of cable are in studs Marriage Line for coiled and secured Double wide in the wall cavity. FIG. 5-28D Dl NOTE: Some models m axle or axles be the crossover duct or connect the home air distribution system to the heating - cooling appliance. SUPPORT C!' NOTE: If unit has multiple cable splices the circuits will be identified by the attached code markers. Endwall Cable Splice The correct procedure is as follows: 1. Remove access panels on exterior side of endwall (See Fig. 5-28D). 2. Uncoil wire located inside endwall. 3. Connect cable splice halves together. 4. Reinstall access panels. Note: If unit has multiple cable splices the circuits will be identified by the attached code markers. Heating Crossover There are two basic hookup procedures for all designs. The first procedure is the standard design and is a single 12" diameter flexible duct. The second procedure is an optional design that includes a varying number of 5" or 6" crossover ducts that are installed in the floor. The method of installation for the standard design is as fol- lows: 1. Connect each end of the provided insulated 12" diameter flexible duct to the metal duct connector on each half of the home by sliding duct over metal tabs on duct connec- tor. 2. After mechanical connections are made, tape each connection with 2 -inch wide duct tape to ensure an airtight seal. 3. Permanently secure the crossover duct with straps as shown in Fig. 5-29. Do not allow duct to rest on the ground. Maintain at least a 4 -inch clearance between duct and the ground. The method of installation for optional design with standard frame is as follows: 1. Remove access panels at crossover ducts. The access panels are located below the floor. 2. Cross cut bottom board at 8" holes in reinforcing plates. 3. Extend the flexible ducts from each half through the access holes (See Fig. 5-29A). DUCT NOTE: 5 STRAPS AS SHOWN TO FLOOR JOISTS. FIG. 5-29 MINIMUM CLEARANCE TO GROUND TO BE 4". 41 SET-UP PROCEDURES (Continued) UTILITY INTERCONNECTION 4. Connect the flexible ducts together per the provided manufacturer instructions using the splicing collar provided 5. Install a strap around duct and attach to the rim joists. 6. Tape bottom board closed with provided tape. The method of installation for the optional design with integral floor/frame or Perimeter frame is as follows: 1. Locate crossover locations as indicated by spray paint on rim joists and bottom board. 2. Cut out bottom board at rim joists for crossover connec- tions. 3. Cut the bottom board below floor for access to flexible ducts (See Fig. 5-29A). 4. Extend the flexible ducts through the cutouts in the rim joints from the half with the furnace to the other half. 5. Connect the flexible ducts together per the provided manufacturer instructions using the splicing collar provided. 6. Push the floor insulation against rim joist and tape bottom board closed with provided tape. INSULATION RIM JOIST FLEXIBLE FLOOR DECK - DUCT ING l rt rT "--� BOTTOM BOARD , `�l�i�� r«1' vJ�,pLYWOOD REINFORC- ING PLATE (TYR EACH STRAP SIDE) SPLICING COLLAR OPTIONAL CROSSOVER DUCTS FOR STANDARD FRAME FLEXIBLE RIM J IST SPLICING FLOOR DECK - DUCT 7 COLLAR ING 1 r r r r, r r!► r , r LSL OR LVL BEAM w/INTEGRAL FLOOR FRAME STEEL I -BEAM BOTTOM w/PERIMETER FRAME BOARD7ACCESS AREA I (T'P) OPTIONAL CROSSOVER DUCTS FOR INTEGRAL FLOOR/FRAME OR PERIMETER FRAME. FIG. 5-29A 42 Heating Crossover with V -Bonnet Some double -wide units will require a V -Bonnet duct connector to be installed prior to connection of the crossover ducts. The proper method of installation is as follows: 1. Remove axle if required for access to furnace area. 2. Fit tabs inside V -Bonnet and secure with #8x3/4" screws in holes provided on tabs (3 per side —12 total) (See Fig. 5- 296). 3. Install flexible crossover ducts per the standard crossover duct design described on the previous page. Gasline Crossover Applicable only to models with gas appliances on both halves. The listed flexible connector supplied with the home must be used to make the connection. This connector will be located beneath the home. NOTE: DO NOT USE TOOLS TO CONNECT OR REMOVE FLEXIBLE CONNECTOR QUICK DISCONNECT. 1. Remove protective caps from the connector. 2. Connect the quick disconnect fitting. 3. Test for leaks with soapy water. Waterline Cross Connect. Applicable only to models with plumbing on both halves (See Fig. 5-30, 5-31, and 5-31A). 1. Remove the shipping caps from water lines and install provided connector. 2. Check for leaks. 3. In areas where exposed piping is subject to freezing, protect exposed piping with heat tapes listed for use on manufactured homes, and insulation. It is recommended that only U.L. listed heat tapes be used and installed in accordance with their listing. SET-UP PROCEDURES (Continued) UTILITY INTERCONNECTION ALTT, WATER LINE CROSSOVER Slut J ISI BRASS ADAPTER FLOOR COPPER FLEX PIPE DECKING to, o --- L BRASS ADAPTER INSULATION NOTE: WRAP WATER LINE CONNECTOR WITH INSPECTION AND INSULATION IN FREEZ- ACCESS COVERS TO ING CLIMATES. PERMIT CONNECTION AND FIG. 5-30 WATER LNESION OF FLOOR MAKE WATER CROSSOVER WITH CONNECTORS FIG. 5-31 PROVIDED WITH THE HOME ALT. WATER LINE CROSSOVER Centerline Access Panels FIG. 5-31 A Access Panel Frame Drainage Line Cross Connect Applicable only to models with plumbing on both halves. The connection may be made with field assembly of factory supplied parts (refer to drainage of 2 bath models, page 48), or when the below floor plumbing is factory installed, a flexible coupler is used as follows: Use only the approved flexible coupler provided (1-1/2 inch or 3 inch, as required). See Fig. 5-32. 1. Slip the flexible coupler over one end of the drainage line. 2. Align the pipes and center the coupler over the joint. 3. Tighten the clamps and check for leakage. DRAINAGE PIPE ■ FIG. 5-32 APPROVED FLEXIBLE METAL ROOF TIGHTENING Metal roofs may be tightened by the use of bonded washers secured to the roof truss with #8 x 1-1 /4" screws, placed in rows of four across with width of the roof and spaced at approximate- ly 48" o.c. along the length of the roof. Care must be taken to assure that the screws are placed to penetrate the truss. After application, the screw heads and washers are to be sealed with a roof sealant material. INSTALLATION OF EXTERIOR LIGHT FIXTURES ELECTRICAL CONNECTIONS SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. MAKE SURE POW- ER IS OFF BEFORE INSTALLING LIGHT. The correct procedure is as follows: 1. Install threaded tube in the strap secured to the fixture outlet box as shown in Fig. 5-33. 2. Apply caulking around base of light fixture to insure a water tight seal to side wall. (NOTE: On units with Masonite or vinyl siding, make certain the flashing ring is installed around outlet box.) 3. Connect wires, black to black, white to white, and ground to ground, using wire nuts. 4. Push wires into box and secure fixture in position using the nut provided on the threaded tube. Install the bulb. VENTILATION OF SKIRTING AND CRAWL SPACE ENCLOSURE Skirting or other crawl space enclosures, such as founda- tions, not only add to the appearance of the home but also provide important benefits in the reduction of heat loss. Enclosures also aid in reducing the danger and inconve- nience of damaged plumbing through freeze-up. Skyline Corporation recommends enclosing the underside of the home; however, it is very important that any enclosure be adequately ventilated. Ventilation openings need to be provided in the foundation or skirting along at least the two long walls of the home. The total area of ventilation openings should be at least 1 square foot for each 150 square feet of crawlspace area. An opening should be located within 3 ft. of each corner. PORCHES AND DECKS Some Skyline manufactured homes are constructed with factory -built porches or decks along the front, rear or main entry door side of the home. Porches and decks may be constructed with pressure treated wood floors which read- ily permit the passage of rain and/or snow through the floor. The area under porches or decks constructed with pressure treated decking lumber must be separated from the crawl space enclosure of the remainder of the home. Excessive moisture in the crawl space can be the cause of window or ceiling condensation and other problems associated with high moisture levels in the home. i FACTORY INSTALLED NOTE: SOME LIGHTS WILL USE LIGHT BOX TWO BOLTS WHICH THREAD INTO THE MOUNTING STRAP IN LIEU OF THE THREADED ROD ILLUSTRATED FIG. 5-33 THREADED ROD VENTILATION OF SKIRTING AND CRAWL SPACE ENCLOSURE Skirting or other crawl space enclosures, such as founda- tions, not only add to the appearance of the home but also provide important benefits in the reduction of heat loss. Enclosures also aid in reducing the danger and inconve- nience of damaged plumbing through freeze-up. Skyline Corporation recommends enclosing the underside of the home; however, it is very important that any enclosure be adequately ventilated. Ventilation openings need to be provided in the foundation or skirting along at least the two long walls of the home. The total area of ventilation openings should be at least 1 square foot for each 150 square feet of crawlspace area. An opening should be located within 3 ft. of each corner. PORCHES AND DECKS Some Skyline manufactured homes are constructed with factory -built porches or decks along the front, rear or main entry door side of the home. Porches and decks may be constructed with pressure treated wood floors which read- ily permit the passage of rain and/or snow through the floor. The area under porches or decks constructed with pressure treated decking lumber must be separated from the crawl space enclosure of the remainder of the home. Excessive moisture in the crawl space can be the cause of window or ceiling condensation and other problems associated with high moisture levels in the home. i CHAPTER 6 INSTALLATION OF OPTIONAL FEATURES ELECTRIC DRYER VENTING Homes factory equipped with an electric dryer receptacle will also have the moisture -lint exhaust system roughed -in. To complete the moisture -lint exhaust system the following must be performed: 1. Remove the covers over the vent hole in the floor. 2. Push the duct through the hole provided in the floor and connect to the dryer in accordance with the dryer manufacturer's instructions. NOTE: Some dryer manufacturers require that metallic duct be connected to the dryer and routed through floors and/or sidewalls. 3. Secure the termination fitting at the outside edge of the floor: NOTE: The termination fitting must be installed such that the dryer does not exhaust beneath the home. This may be accomplished by attaching the fitting to a piece of exterior grade plywood or, if the home is skirted, directly to the skirting. 4. Secure the flexible duct to the termination fitting with the provided clamp. (Do not use sheet metal screws or other devices which extend into the interior of the duct.) 5. Seal the duct penetration through the floor with a good grade of caulking. CAUTION: MATERIALS WHICH MAY BE PROVIDED FOR THE MOISTURE -LINT EXHAUST SYSTEM ARE NOT AC- CEPTABLE FOR INSTALLATION OF GAS DRYERS. GAS DRYER INSTALLATION Homes factory equipped with a gas dryer will also have the moisture -lint exhaust duct and termination fitting provided. To complete a roughed -in system follow steps 1-5 under Electric Dryer Venting. Homes with "stubbed -in" gas service will also have the moisture -lint exhaust system roughed -in. However, the exhaust duct and termination fitting are not provided. Such termination fitting should be supplied with dryer at time of installation. The gas connection and completion of the mois- ture -lint exhaust system must be made by qualified person- nel in accordance with the dryer manufacturer's installation instructions. The gas connection must be tested (See Utility Hook-up and Testing) prior to use of the appliance. To com- plete the moisture -lint exhaust system, follow steps 1-5 under Electric Dryer Venting. - GRILURANGE VENTING When a home is provided with a combination range (cook top)/grill that contains its own exhaust system, the exhaust must be routed such that it does not terminate beneath the home. To complete the exhaust system the following must be performed: 1. Remove the cover on the factory installed exhaust pipe protruding from beneath the floor in the vicinity of the range. 2. Secure the provided termination fitting at the outside edge of the floor. 3. Run the provided flexible metallic duct between the elbow protruding from the floor and the termination fitting. Sup- port the duct and make the connections per the manufacturer's installation instructions provided with the grill/range. GAS WATER HEATING VENTING Homes factory equipped with certain types of gas water heaters may require special provisions to ensure proper ventilation. If the gas water heater installed in your home is not independently vented to the exterior of the home through a grilled opening in an exterior water heater door, then the following provisions must be followed. A. If the home is set on a crawlspace, or piers and skirting are used, then an air intake opening with a minimum free area of 32 square inches must be provided in the foundation wall or skirting. If the opening is covered by louvers or screen, the total free area must be 32 square inches. The air intake opening should be located as close as practical to the water heater location. B. If your home is set on a basement and a factory installed basement exterior venting system has not been provided, then the follow- ing steps must be taken: 1. Fabricate a plenum box to encompass the air inlet assembly without alteration to the air inlet assembly itself. This plenum must have a minimum horizontal dimension of eight (8) inches. The minimum clearance between the air inlet assembly and the inner wall of the plenum shall be two (2) inches. The vertical height of the plenum shall be as neces- sary to accommodate the air inlet assembly without alteration. The air inlet assembly is a round tube that is extended from the bottom of the water heater through the floor. 2. To ensure proper air entry into the fabricated plenum box, a 6 inch minimum round (or equivalent cross-sectional area) duct is required. The duct shall be of a smooth surface, rigid variety (no flex pipe) and shall be connected to the plenum in a manner that does not reduce the cross sectional area of the pipe. 3. The air inlet shall be of damperless type and provide a free area not less than the cross-sectional area of the duct. A screen, if used, shall be 1/4 x 1/4 inch minimum. 44 INSTALLATION OF OPTIONAL FEATURES (Continued) PADDLE FAN INSTALLATION FOR DOUBLE -WIDE HOMES WIRED FOR MOUNTING ON CENTER BEAM 4. a. Insert the ceiling wire through a knock out hole in the A. FLUSH RIDGE BEAM side of the electrical box. NOTE: It may be necessary to cut a notch from the top on the supply wire side of the For proper ceiling fan installation, an electric outlet box center beam hole to allow the supply wire to be inserted in and the decorative center beam to contain the box have been electrical box without binding against center beam during provided for attachment to the ridge beam at the unit center- installation. line. CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS OFF. 1. Remove the fan manufacturer's installation instructions from the package and determine the method of fan attach- ment to the beam. (Also see Fig. 6-1 below.) 2. If the center beam (shipped loose) does not contain a precut hole for the electrical box, cut a hole with a hole saw approximately 1/4" larger than the box diameter at the proper location (center line of hole should line up with location of supply wire through ceiling) and centered in the width of the beam. 3. Install the box in the hole and secure flange (plastic box only) to the center beam with 4 - #6 x 1" screws. CEILING BOARD SUPPLY WIRE COILED & / SECURED FOR SHIPMENT NOTCH BEAM AT HOLE IF NECESSARY FOR WIRE CHASE SECURE BOX TO 2x6 CENTER BEAM WITH 4- #6x1" WOOD SCREWS (FIELD INSTALLED) b. Leave approximately 4" of wire free in the box. 5. Secure the center beam in place over the center line joint. Be sure that the fan supply wire is not pinched or penetrated with beam fasteners. 6. Secure electrical box to ridge beam with #8 x 2 1/2" wood screws through the two holes in the top of the box. 7. Strip about 3/4" of insulation from the white and black conductor ends. 8. Position the noncombustible flash ring (provided) over the electrical box so that finished surface (adjacent to electrical box) which is to be covered by fan canopy is not exposed. NOTE: APPLICABLE TO U.L. LISTED PADDLE FAN WITH A SWIVEL TYPE MOUNTING BRACKET. Follow the manufacturer's installation instructions for mounting the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wire. Be certain that the fan is grounded as speci- fied in manufacturer's instructions and that wires are connected properly (white to white and black to black). DOUBLE WIDE RIDGE BEAM 2x6 CENTER BEAM — SHIPPED LOOSE FOR FIELD INSTALLATION – HOLE FOR BOX CUT THROUGH 2x6 (MAY BE CUT IN PLANT OR IN FIELD) SECURE BOX TO RIDGE BEAM WITH 2-#8x2 1/2" WOOD SCREWS (FIELD INSTALLED) ELECTRICAL BOX (SEE NOTE 1) SUPPLY WIRE INSERTED IN FIELD THROUGH SIDE KNOCKOUT OF BOX FIG 6-1 45 INSTALLATION OF OPTIONAL FEATURES (Continued) B. PROTRUDING RIDGE BEAM For proper ceiling fan installation, a prefabricated box has been provided and includes the electrical box for containment of the spliced wires with their connectors. The prefab box is also designed to conceal the wire which is run through the ceiling where the fan is to be located. CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS OFF. 1. Remove the fan manufacturer's installation instructions from the package and determine the method of fan attach- ment to the beam. (Also see Fig. 6-2). 2. Insert the ceiling wire through a side knock out hole in the electrical box. Secure the wire in the electrical box clamp at a point approximately 4" from its end. FAN WIRE FROM CEILING 3. Place the prefab box in its final position on the beam and secure the box to the beam with #6x2" wood screws (pro- vided) in the metal corner braces. 4. Strip about 3/4" of insulation from the white and black con- ductor ends. 5. Position the noncombustible flash ring (provided) over the electrical box so that the finished surface (adjacent to electri- cal box) which is to be covered by fan canopy is not exposed. 6. Follow the manufacturer's installation instructions for mount- ing the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wires. Be certain that fan is grounded as specified in manufacturer's instructions and that wires are connected properly (white to white and black to black). ELECTRICAL BOX CLAMP WIRE AT BOX INLET: FIG. 6-2 CLAMP PROVIDED WITH BOX. (4" MIN. FREE CABLE IN BOX) C. FALSE RIDGE BEAM For proper ceiling fan installation, an electrical box and a decorative foam block have been provided for attachment to the false beam at the unit centerline. The prefab box is also designed to conceal the wire which is run through the ceiling where the fan is to be located. CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS OFF. 1. Remove the fan manufacturer's installation instructions from the package and determine the method of fan attach- ment to the beam (See Fig. 6-2A). 2. After ridge beam halves have been secured together, fasten bottom halves of false beam together with 16d nails 16" o.c. (max). 3. Attach gypsum close -off panel (provided) with staples 6" o.c. around perimeter. 4. Secure decorative foam block to false beam with 2-16d nails or 2-#8x3" screws. 5. Attach electrical box (U.L. listed for use with paddle fan) per its listing (installation) requirements (provided). 46 PRE -FAB BOX FASTENED TO BEAM w/2 -#6X2" SCREWS EACH SIDE 6. Strip about 3/4" of insulation from the white and black conductor ends. 7. Follow the manufacturer's installation instructions for mount- ing the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wires. Be certain that fan is grounded as specified in manufacturer's instructions and that wires are connected properly (white to white and black to black). Ridge Beam False Toe -nail bottom halves �� ' Electrical wire-- factory of false beam together installed paddle pan. f w/16d nails 16" o.c.® Decorative foam block. Gypsum close- Fasten to beam w/2 -16d off panel - fasten nails or 2-#8x3" screws. to false beam w/staples 6" o.c. around perimeter. p Electric box - U.L. listed for use with paddle fan. Secure to false FIG. 6-2A beam per its installation requirements. INSTALLATION OF OPTIONAL FEATURES (Continued) AIR CONDITIONING ELECTRICAL CONNECTION (Factory Provided Circuits) THE ELECTRICAL CONNECTION SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. THE COMPLETED INSTALLATION MUST CONFORM TO ARTICLE 440 OF THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES. Factory installed branch circuits for air condition- ing are indicated on the data plate under the head- ing "Rating of Factory Installed Circuit." The maxi- mum full load ampere draw for the desired air conditioning unit must not exceed the indicated branch circuit rating. "A" coil air conditioning units installed must be listed for use with the furnace in this home; for air conditioning installation, see the instructions shipped with the air conditioner. If a self-contained air conditioner is to be installed and connected to the heating supply duct the installa- tion must include a damper beneath the furnace to prevent cool air from "backing -up" into the furnace during the cooling mode and a damper at the air conditioner supply to prevent heated air from "back- ing -up" into the air conditioner during the heating mode. It is recommended to wrap the dampers with insulation. The electrical connection is via a branch circuit terminating in a Junction box beneath the home (See Fig. 6-3). The field installation wiring beyond the junction box mustincorporate a fused discon- nect (sized in accordance with NEC Article 440) located within sight of the condensing unit. The maximum fuse size to be used with fused discon- nect is marked on the condenser data plate. The acceptability of the air conditioning equipment, rating the location of disconnect means, fuse type branch circuit protection, and connections to the equipment are to be determined by the local inspec- tion authority. For some models the electrical connection is made to the home via a separate rigid conduit. The conduit is 1" and is run from the panelboard and terminates below the bottom board. A PVC cap is cemented to the end of the conduit and this must be cut off to provide access to the panel board. Wiring is then installed from the panelboard to the air conditioner per all applicable NEC & local codes and all requirements listed above. Condensation should not be allowed to drain under home. NOTE: REFER TO N.E.C. AND AIR COND. INSTRUCTIONS FOR INSTALLATION REQUIREMENTS DISTRIBUTION PANELBOARD FIELD PROVIDED ------- -__-�&INSTALLED JUNCTION BOX-- FUSED DISCONNECT BENEATH HOME REMOTE CONDENSING CONDUIT UNIT FIG. 6-3 111 E III III M NU I C: I 11MCLCto I KIUAL UUNNLU HUN SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. On models equipped for installation of optional evaporative cooler, install the roof -mounted cooler according to the instructions with the cooler. For coolers without an integral air duct the cooler box shall be lined with .016 in. metal. The factory installed branch circuit for the cooler is sized for a maximum cooler electrical load of 12 amperes. 120 V. AC, 60 Hz. Remove the cover from the roof -mounted junction box and make the connection of the color -coded wires using the provided wire nuts. The electrical portion of the installation is now complete (See Fig. 6-4). COLOR CODE WHITE................................................... Neutral YELLOWp ............................................... Pum - BLACK.................................................. High Fan RED....................................................... Low Fan GREEN.................................................. Ground EVAPORATIVE COOLER LOCATED ON ROOF OF HOME i WEATHERPROOF BOX • :� ROOF JACK ROOF - FIG. 6-4 47 INSTALLATION OF OPTIONAL FEATURES (Continued) STANDARD BLEND -AIR INSTALLATION WITH DEALER INSTALLED EXTERIOR HEATING/COOLING Figure 6-5 below depicts the Evcon Standard 1. The Standard Blend -Air must be connected to a Blend -Air installation used with homes designed for heating -cooling unit with transformer having at dealer installed exterior heating -cooling systems. least a 40 Va. Capacity. The Evcon Standard Blend -Air unit provides whole- 2. The wiring of 4 -wire thermostat cable from the house ventilation and is designed to operate when Blend -Air control to the exterior heating -cooling the exterior heating or cooling system is in use. controls is to be as follows: The following information is important when electri- -Green Connector - blower continuous run cally interconnecting the Standard Blend -Air with -Red connector - 24 v. supply the exterior heating -cooling unit system: -White connector - system heating -Yellow connector - system cooling Chase fully en duct. Standard Blend -P Access panel r exposing daml assembly. Grille with filter to Blend Air filt 4 -Wire thermostat cable to outdoor unit. See manufa turer instructions for wiring to exte heat -cooing unit. c --- ' Factory ins - it control box cable to inc Dmoved, )er tube (Access Box aii 'r) return - or Return Air :alled 4 -wire thermostat oor thermostat. tight (except @ air & grille with filter). Note: The Unit must be operated from one transformer having at least 40 Va. Capacity. 48 FIG. 6-5 INSTALLATION OF OPTIONAL FEATURES (Continued) EXPANDING ROOMS, SLIDE -OUTS, ETC. Where optional expanding rooms, slide -outs, tip -outs, etc. are provided, specific instructions and directions are provided for proper installation and set-up. INSTALLATION OF SITE INSTALLED ATTACHED STRUCTURES All site installed attached structures, including garages, porches, steps, stairways and landing must be designed and constructed to support all of their own dead load and all of the live load to which it will be subjected. Attached structures should be constructed in accordance with the manufacturer's installation instructions and all applicable local codes. In particular, attached garages generally require fire protection and GFCI electrical circuit protection as required by local code. INSTALLATION OF SITE BUILT ATTACHED GARAGE ON GARAGE READY UNITS The outside area of the home that is covered with gypsum is intended to be the area for installation of a site built ga- rage. The garage that is to be built MUST BE COMPLETELY SELF SUPPORTING (See paragraph above). No part of the manufactured home may be used for structural support of the garage. The garage shall be designed and constructed to meet all applicable building codes. Before starting construction of the garage: 1. The soil must be graded on all sides to channel storm runoff away from the home and the garage. 2. Remove the temporary transportation cover. Note that early removal of this cover may cause damage to the gypsum board if left exposed to the elements. Two electrical circuits have been factory provided to service the garage. One circuit will be 15 amp, and one will be 20 amp. The 20 amp circuit will be GFCI protected and is dedicated to the garage area. The 15 amp circuit is for lighting ONLY. The electrical circuits will be wired to junction box(es) that are installed inside the floor and adjacent to the exterior wall at the garage area. A 20 amp GFCI protected receptacle has been installed in the exterior wall at the garage area. If the home has a factory built dormer intended for attach- ment of a site built garage, then 8 to 24 inches of shingles will be left off the edge of the dormer. These shingles are left off to more easily facilitate the interconnection of the garage and the home. Therefore, the remaining shingles for the dormer must be field installed. Install the remaining shingles and complete the valley construction per page 38 and the shingle manufacturer's instruction or per the Asphalt Roofing Manu- facturers Association (ARMA) Residential Asphalt Roofing Manual. HINGED ROOFS AND EAVES Where optional hinged roof and/or hinged or prefabricated field installed eaves are provided, supplemental installation instructions are provided. CEILING (PADDLE) FANS Site provided and installed ceiling fans are to be installed in accordance with the manufacturer's installation instructions. To reduce the risk of injury, the minimum dimension from the trailing edge of the fan blade to the floor must be in accor- dance with the manufacturer's requirements. TELEPHONE AND CABLE TV Careless installation of telephone and cable television lines may be hazardous. Electrical circuits, plumbing and duct work are contained in the floor and walls of the home. Avoid contact with these systems when drilling into and placing cables in these cavities. FAILURE TO FOLLOW THESE INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. FIREPLACE INSTALLATION Because of transportation restrictions, fireplaces require on- site installation of additional section(s) of approved, listed chimney pipe, a spark arrestor and a rain cap assembly. The fireplace manufacturer's installation instructions and all required components for proper installation are included in each home with a fireplace. SITE INSTALLED FIREPLACE HEARTH EXTENSION The home will be shipped with fireplace installed. The blocking between the bottom of the fireplace and the floor shall be removed. The carpet where the hearth is going to be placed shall be removed. A bead of noncombustible fireplace mortar or gasket cement shall be run to seal the joint between hearth extension and face of the fireplace. The edge of the hearth extension shall be placed under the fireplace surround and centered in front of the fireplace. The carpet tackstrip shall then be placed around the hearth to secure it. (See Fig. 6-6). 49 INSTALLATION OF OPTIONAL FEATURES (Continued) FIELD INSTALLED TERMINATION OF FIREPLACE CHIMNEY. Termination cap -fief' ��`� Storm collar - fil Flashing - field installed Top section of flue pil installed Factory installed tl 10 feet or less Factory installed flue pipe Truss (typical) am (typical) Upper and side shingles overlap ____________ ; flange and are set in asphalt Flue pipe cement I I Lower part of flange overlaps lower shingles SHINGLE INSTALLATION AROUND FLUE PIPE 1) Install shingles up to edge of factory cut-out in roof decking. Cut shingles installed under roof flashing are set in asphalt cement. 2) Place flashing over pipe section and shingle and set in asphalt cement. Tack flashing to roof deck at top 2 corners with roofing nails. 3) Resume shingle application. Cut shingles in successive courses to fit around the pipe and embed them in asphalt cement where they overlap the flashing. Secure shingles with roofing nails through flashing and apply asphalt'cement over nail heads. 4) The completed installation should appear as shown above, with the lower part of the flange overlapping the lower shingles and the side and upper shingle overlapping the flange. NOTES: 1) The upper portion of the fireplace chimney assembly has been left off due to transportation height restrictions. 2) The final section of flue pipe, roof flan ing, storm collar and termination cap for the freplace are required to be field installed. 3) Remove temporary close -off material from roof and top of flue pipe that has been factory installed. 4) Install parts listed in 2 above per the fireplace manufacturer's installation instructions. 5) Install roof shingles around chimney pipe per instructions above or per ARMA residential asphalt roofing manual instructions. 6) All required parts for completion of chimney have been shipped with the home, including the manufacturer's installa- tion instructions. 7) Applicable only to Coleman Deluxe II model, 36ECMII solid fuel burning fireplace. 8) All other aspects of the setup of the home are to be in accor- dance with this manual. 50 WARNING This appliance has been shipped with the flue assembly partially disassembled. The flue assembly must be completed in accordance with the installation instructions prior to use of this appliance. The label above has been placed on the fireplace in your home if the chimney assembly is required to be field completed. CHAPTER 7 UTILITY SYSTEM CONNECTION AND TESTING Many local jurisdictions have special requirements for util- ity connections and on-site inspection of these connections. Consult with the proper authorities prior to utility connection. Use only qualified service personnel, familiar with local codes and licensed where required. The drainage and water systems were tested for leaks prior to shipment from the factory. It is essential that they be re- checked by qualified personnel for leaks that may have been caused by vibration during transportation. WATER The water system has been designed for an inlet water pressure of 80 psi. If the manufactured home is installed in areas where the water pressure exceeds 80 psi, a pressure reducing valve should be installed. The water system may be connected to any safe, potable water source. The connec- tion is via a single 3/4 inch inlet beneath the home. A master shut-off full flow valve must be installed in the water supply line adjacent to the home; this valve should be a full port gate or ball valve with threaded or solder joints. After removing the aerators from all the faucets, open all the faucet valves and allow the water to run for 15 minutes. This should remove any foreign particles left in the line that might cause an unpleasant taste or become lodged at faucet washers and cause dripping faucets. All exposed water piping subject to freezing should be protected by insulation and electric heat tapes (with an integral thermostat) listed for use with manufactured homes. It is recommended that only UL listed heat tapes be used and installed in accordance with their installation instructions. DRAINAGE — CONNECTION The drainage connection is made at the 3 -inch main drain outlet. Care should be exercised to slope and support the drain line from the home to the site sewage system (1/4" per foot slope). DANGER: IMPROPER OR INADEQUATE TESTING, CON- NECTION OR MODIFICATION OF ANY PART OF GAS OR ELECTRICAL SYSTEMS, ESPECIALLY BY UNQUALIFIED PERSONNEL, MAY BE EXTREMELY DANGEROUS AND MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. DRAINAGE —1, 1 1/2,113/4 & 2 BATH When applicable the parts required to bring all drain lines to a single point are provided as follows: 1. Pipe and fittings. 2. 1/4 pint of ABS solvent cement. 3. 10 feet of 3/4" x 28 gauge plumbing strap. 4. Ten 1/4" x 1 " stove bolts. The procedure for bringing all drain lines to a single point is as follows: 1. Remove caps on drain outlets and connect supplied parts together as shown by the drain line schematic shipped with the house. (Do not apply cement). 2. Check to be sure that the assembly has the proper 1/4 inch drop per foot. 3. Mark each joint to aid in reassembly. Start at outlet end of system and remove, cement and reassemble each slip joint one at a time. Be sure to apply the cement on both male and female ends with a good even coating. 4. Using the 3/4" x 28 gauge strapping, strap the drain line to the center crossmembers of the frame placing a strap at each member (4 feet apart). Use a 1/4" x 1 " stove bolt to secure strap in place. 5. Connect home drain to site sewage system as for single bath previously discussed. 6. Check completed system for leaks. GAS — The gas piping system was designed for a range of 7 to 10 1/2" of water column for natural gas and 11 to 14" of water column for LP gas. The manufactured home gas supply pressure must be within this range for safe and efficient operation of the gas piping system. 51 UTILITY SYSTEM CONNECTION AND TESTING (Continued) The gas piping system was pressure tested for leaks 3. Check the gauge after 10 minutes; there should be no drop prior to shipment; however, it is essential that the system be in pressure. retested by qualified personnel for leaks prior to use. (Many utility companies require this on-site test.) The instructions 4. Check the piping to appliances by pressurizing to at least printed on the tag near the gas supply connection must be 10 inches but no more than 14 inches water column and followed (See Fig. 7-1). applying a bubble solution to all'joints and flexible connec- tors. In some localities, utility companies and/or building in- spectors may require additional tests as follows: 1. Isolate all appliances with appliance shut-off valves. PRESSURE SHALL BE MEASURED WITH A MERCURY MANOMETER OR SLOPE GAUGE CALIBRATED IN INCREMENTS OF NOT GREATER THAN 1/10 POUND. 2. Pressurize the system to 3 psi and isolate the source of pressure from the gas piping. 52 CAUTION: DO NOT PRESSURIZE THE SYSTEM ABOVE THE PRESSURES STATED ABOVE. The connection to the gas supply should be made only by authorized representatives of the utility. NOTE: BEFORE A TEST IS BEGUN, THE TEMPERATURE OF THE AMBIENT AIR AND OF THE PIPING SHOULD BE APPROXIMATELY THE SAME — CONDUCT THE TEST AT SUCH A TIME DURING THE DAY WHEN AIR TEMPERA- TURES WILL REMAIN CONSTANT. Combination LP — Gas and Natural Gas System This gas piping system is designed for use of either liquefied petroleum gas or natural gas. NOTICE: BEFORE TURNING ON GAS BE CERTAIN APPLIANCES ARE DE- SIGNED FOR THE GAS CONNECTED AND ARE EQUIPPED WITH CORRECT ORIFICES. SECURELY CAP THIS INLET WHEN NOT CONNECTED FOR USE. When connectingto lot outlet, use a listed gas supply connector for manufactured homes rated at ❑ 100,000 Btuh or more. 11250,000 0 Btuh Before turning on gas, make certain all gas connections have been made tight, all appliance valves are turned off, and any unconnected outlets are capped After turning on gas,'testas piping and connections to appliances for leakage with soapy water or bubble solution, and light all pilots. Fig. 7-1 NOTE: DO NOT BUBBLE CHECK BRASS GAS LINE FITTINGS WITH SOLUTIONS CONTAINING AMMONIA. UTILITY SYSTEM CONNECTION AND TESTING (Continued) ELECTRICAL ALL ELECTRICAL WORK SHOULD BE PERFORMED ONLY BY QUALIFIED PERSONNEL. The electrical supply connection to the manufactured home may be made by any of the following methods depending on the manufactured home construction and electrical service: a. Listed 50 ampere manufactured home power supply cord. (50 amp service only) b. Permanent feeder connected to a factory installed mast weatherhead assembly. The routing, connection and support of the service drop is to be in accordance with local codes. c. Permanent feeder routed to the distribution panel through the factory installed feeder raceway which terminates beneath the manufactured home. A function box or approved fitting must be used to connect the manufac- tured home feeder raceway to the supply raceway beneath the manufactured home. The proper feeder conductor sizes and the required junction box sizes are given in Table 7. After the connection has been made, the following tests should be conducted using approved test equipment: 1. Continuity test of circuit conductors 2. Polarity test 3. Continuity test of electrical grounding system OUTSIDE DISTRIBUTION PANEL BOARD Accessibility to distribution panel board, and the use of unit switches as disconnect means, is subject to the requirements of the local inspection authority. ELECTRICAL SYSTEM TEST With approved testing equipment, the following tests should be performed before connecting to the power source: • Continuity Test of Circuit Conductors A continuity test with all branch circuit breakers and switches controlling individual outlets in the "on" position should be conducted. There should be no evidence of connection between any of the supply conductors (including neutral) and the grounding circuit. • Continuity Test of Electrical Grounding System All noncurrent carrying metal parts of the electrical system including fixtures, appliances and the chassis of the home should be tested for continuity with the grounding circuit. The following test should be conducted after connecting and energizing the electrical system: • Polarity and Grounding Tests of 15 and 20 AMP Receptacle Outlets With circuits and lighting circuits energized, use a recep- tacle polarity tester to check polarity and grounding of each receptacle outlet. MANUFACTURED HOME ELECTRICAL SUPPLY REQUIREMENTS 1. Conductor size and feeder raceway sized for copper, 75 degree C rated conductors, types RH, RHH, RHW without outer covering, THW or XHHW. WARNING CARELESS INSTALLATION OF TELEPHONE AND CABLE TELEVISION LINES MAY BE HAZARDOUS. The manufac- tured home walls contain electrical circuits and the floor section may contain electrical circuits, plumbing or duct work. Extreme care must be exercised during drilling through and placing of communication cables within these cavities, to avoid contact with these home systems. Such work should be performed only by qualified personnel. FAILURE TO FOLLOW THESE INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. 53 TABLE 7 MAXIMUM LOAD & MAIN BREAKER SIZE (AMP) CONDUCTOR SIZE' (AWG) (TWO LINE AND ONE NEUTRAL) GROUNDING CONDUCTOR SIZE (AWG) FACTORY INSTALLED FEEDER RACEWAY TRADE SIZE (IN.) MINIMUM JUNCTION BOX SIZE 50 #6 #10 1" 6"x6"x6" 100 #3 #8 1-1/4" 8"x8"x4" 125 #2 #6 1-1/2" 10"x10"x4" 150 2-1 /0 & 142 #6 1-1/2" 10"x10"x4" 200 2-3/0 & 1-1/0 #6 2" 12"x12"x4" 225 2-3/0 & 1-1/0 #4 2-1/2". 15"x12"x4" 1. Conductor size and feeder raceway sized for copper, 75 degree C rated conductors, types RH, RHH, RHW without outer covering, THW or XHHW. WARNING CARELESS INSTALLATION OF TELEPHONE AND CABLE TELEVISION LINES MAY BE HAZARDOUS. The manufac- tured home walls contain electrical circuits and the floor section may contain electrical circuits, plumbing or duct work. Extreme care must be exercised during drilling through and placing of communication cables within these cavities, to avoid contact with these home systems. Such work should be performed only by qualified personnel. FAILURE TO FOLLOW THESE INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. 53 UTILITY SYSTEM CONNECTION AND TESTING (Continued) Multisection Frame Bonding 54 B HALF Ground clamp with screw Typical Under Chassis Feed Connections a. Flex conduit b. Feeder conductors c. Junction box d. Raceway e. Conduit connector f. Approved electrical connectors g. Insulated bushing Ground wire should be the same used on panel box d e CONDUCTORS a B - Black "hot R - Red "hot' W - White "neutral' G - Green "grounding" b Typical Meter Base Installation and Grounding METER BASE GROUNDING \ EXTERIOR METER / PANEL BOX COMBINATION ELECTRODE OVERHEAD ENTRANCE JUMPER MAIN PANEL ENCLOSURE ENTRY t BONDED TO GROUND ENCLOSURE BUS METER BASE BAR NEUTRAL BUS BAR r, GROUNDING 16 LUG UON N CHASSIS GROUNDINC TO GROUNDING ELECTRODE ELECTRODE CONDUIT OR CABLE SERVICE FLOOR MAIN PANEL A HALF 9 METER B/ GROUNDING ELECTRODE Front or rear crossmembers or any set of outriggers on opposite halves b �a e DUCTORI TECH UNDERGROUND ENTRANCE J =L MAIN PANEL \� ' METER SERVICE N I BASE HEAD a STRAP d CONDUIT GROUNDING ELECTRODE ENTRANCE BELOW ROOF LINE UTILITY SYSTEM CONNECTION AND TESTING (Continued) METER BASE AND PANELBOARD WIRING WITH MASTHEAD ALL ELECTRICAL WORK SHOULD BE PERFORMED ONLY BY QUALIFIED PERSONNEL. For homes with a factory installed meter base and mast head, the correct procedure for wiring is as follows: 1. The outdoor (weatherproof) meter socket and service entrance panel may be mounted at any location on the exterior walls of the home with a fixed roof overhang. 2. Bond the service entrance conduit to the service entrance panel with an insulated bonding & grounding bushing. Use #6 (AWG) copper between ground lug on the bushing & terminal on the panel. Use #4 (AWG) copper between ground lug on the bushing & terminal on the panel with 200 and 225 amp service. Where threaded coupling and threaded bosses on enclosures with joints exist, they shall be made up wrench -tight in lieu of grounding bushing and strap. 3. A label is attached outside the home and near the service entrance conduit termination which reads: "This con- nection for 120/240 volt, 3 Pole, 3 Wire, 60 Hertz — Ampere Service." The correct ampere rating is marked in the blank space. 4. A red label is attached adjacent to the service entrance breaker, which states: "WARNING - Do not provide electrical power until grounding electrode is installed and connected (see installation instructions)." 5. The grounding conductor shall be connected to the grounding fitting with suitable lugs, pressure connectors, and clamps. Connections depending on solder shall not be used. Rod and pipe electrodes shall not be less than 8 feet (2.44m) in length and shall consist of the following materials, and shall be installed in the following manner: (1) Electrodes of pipe or conduit shall not be smaller than 3/4 inch trade steel and, where of iron or steel, shall have the outer surface galvanized or otherwise metal - coated for corrosion protection. (2) Electrodes of rods of steel or iron shall be at least 5/8 inch (15.87mm) in diameter. Nonferrous rods or their equivalent shall be listed and shall not be less than 1/ 2 inch (12.7mm) in diameter. (3) The electrode shall be installed such that at least 8 feet (2.44m) of length is in contact with the soil. It shall be driven to a depth of not less than 8 feet (2.44m) except that where rock bottom is encoun- tered, the electrode shall be driven at an oblique angle not to exceed 45 degrees from the vertical or shall be buried in a trench that is at least 2-1/2 feet (762mm) deep. The upper end of the electrode shall be flush with or below ground level. Other methods of grounding electrode shall be in accor- dance with National Electric Code Article 250, Part H. 6. Equipment grounding connectors shall be bare, covered, or insulated. Covers or insulation shall be continuous and green, or green with one or more yellow stripes. 7. Approved fittings to be site installed on end of service entrance conduit to protect cables from abrasion. 8. Connect feeder conduit to conduit stub at distribution panelboard. 9. See Fig. 7-2 below. Clamp -on weather head --� Service Entrance conduit (Rigid) 1-1/4" min. at 100 amp 1-1/2" min at 125 amp RED BLACK 1-1/2" min. at 150 amp Roof flashing WHITE 2" min. at 200 amp (neutral) neutral 2-1/2" min at 225 amp 1/4" x 3" lag screws U.L. listed outdoor (Type 3R) E meter socket and service o equipment panel. Pictoral o 2 hole galvanized only, actual equipment may pipe strap vary with each manufacturer. Service Entrance Breaker Field install 4 wire feeder to distribution panelboard. Use - 99 copper 75 degree C rated conductors (types RH, RHH, f) E RHW, w/o covering THW or XHHW). At 100 amp service - 343 (AWG) w/#8 (AWG) ground At 125 amp service - 342 (AWG) w/#6 (AWG) ground In At 150 amp service - 2-1/0 (AWG),1-#2 (AWG) w/#6 (AWG) ground At 200 amp service - 2-3/0 (AWG), 1-1/0 (AWG) w/#6 Threaded Hub ... (AWG) ground At 225 amp service - 2-3/0 (AWG), 1 -1 /0 (AWG) w/#6 (AWG) ground Run feeder in Rigid or EMT / Service grounding electrode conductor, #6 Conduit, rigid or (AWG) bare copper. Coil 6' below floor to EMT. To be field conduit. grounding electrode. (Use #4 AWG with 200 or installed 1-1/4" min. at 100 amp 1-1/2" min. at 125 amp 225 amp service.) 1-1/2" min. at 150 amp 2" min. at 200 amp 2-1/2" min at 225 amp FIG. 7-2 55 CHAPTER 8 PROTECTIVE WINDOW COVERINGS If your home is destined to be set in Wind Zones II or III, then it has been designed to install protective window and door coverings, in the event of a windstorm. Two different types of protective coverings are available. Your home may have either, or both of these types. The first type of protective window covering is to attach plywood to a 2 x 4 member that has been installed around window and door openings. The plywood is attached to the 2 x 4 members with #8 wood screws. The type of plywood, screw length, and screw spacing will vary with the window or door size. See Table 8 for these requirements. Note that the window sizes listed in Table 8 are the small dimension of the window or door (See Figure 8-1). Large openings (such as sliding glass doors) are required to be covered with a plywood and lumber frame assembly. See Table 8 to determine when this'is required, and Figure 8-2 for frame construction. Window Size. See 2x4 Receiver Window Size. See Table 8. / ,��111111f1Lf1�� 1 PlywoodJr Plywood it face grain , CERT Plywood _ #09703 =_ face grain #8 wood screws. �'. STATE OF FIG. 8-1 See Table 8 for size and spacing. O '. Window Size. See Table 8. ;O N A L 2x4 Receiver / 2x2 any grade SPF 3/8" plywood, APA Rated Exterior Sheathing with 20/0 span rating. I-; Fasten 2x2s to 2x4s with 2-8d ----------------- nails at each connection. 6" o.c. Plywood seam over 2x4. r-----__ ___-_----,. - Plywood / ------face-grain---� _—_—-----___; #8x3-1/2" wood screws, 6" o.c. into 2x4 receiver. Fasten plywood to 2x framing members w/full PVA white glue #2 SPF 2x4s, laid flat, 16" o.c. and 6d nails or #8x2" screws 6" o.c. all around. FIG. 8-2 56 PROTECTIVE WINDOW COVERINGS (Continued) TABLE 8 PLYWOOD TYPE REQUIREMENTS WIND ZONE II 1 WIND ZONE III MAXIMUM WINDOW SIZE STANDARD WALL AREA WALL AREA WITHIN 3' OF CORNER STANDARD WALL AREA WALL AREA WITHIN 3' OF CORNER WOOD SCREW SPACING 14.5" 1 1 1 1 16" O.C. 24.5" 2 3 3 4 16" O.C. 30.5" 4 5 5 7 16" O.C. 36.5" 6 7 6 8 12" O.C. 40" 7 8 8 9 12" O.C. 46.5" 8 10 .10 10 10" O.C. 72" 10 10 10 10 6" O.C. 3' 3' 3' FIG. 8-3 331 In the event of a windstorm, the corners of this home will sustain higher wind pressure than the rest of the home. Therefore, it is required that windows and doors located within 3 feet of any corner be designed to withstand these higher pressures. Figure 8-3 shows the typical locations of the corners. Table 8 has separate columns indicating the plywood requirements for standard wall area and wall area that is within 3 feet of a corner. After the windstorm is over and the plywood has been removed, all holes made by the screws in the 2 x 4s should be filled with a weather -resistant caulk. 57 All plywood for protective window coverings is APA rated exterior sheathing. Thickness and span ratings will vary with window or door size. Plywood listed below, with a higher number than is required by Table 8, may be substituted for a lower numbered plywood. 1. 3/8" with 20/0 span rating. Fasten to receiver w/#8x2" wood screws. 2. 1/2" with 24/0 span rating. Fasten to receiver w/#8x2" wood screws. ���>> �'►r,, 3. 3/8" with 24/0 span rating. Fasten to receiver w/#8x2" wood screws. ��`� �t1.•a: M/� �'�, 4. 1/2" with 32/16 span rating. Fasten to receiver w/#8x2" wood screws.F! 5. 5/8" with 32/16 span rating. Fasten to receiver w/#8x2-1/4" wood screws. CERT 6. 3/4" with 40/20 span rating. Fasten to receiver w/#8x2-1/4" wood screws. — #09703 = 7. 5/8" with 40/20 span rating. Fasten to receiver w/#8x2-1/4" wood screws. =-o 8. 7/8" with 48/24 span rating. Fasten to receiver w/#8x2-1 /2" wood screws. ; o •. STATE OF `z 9. 3/4" with 48/24 span rating. Fasten to receiver w/#8x2-1/4" wood screws.�NDIANP. N�� 10. Plywood with wood frame required. 31 0NAI 3' " 3 �` •0. 3'�- 3' 3' 3' FIG. 8-3 331 In the event of a windstorm, the corners of this home will sustain higher wind pressure than the rest of the home. Therefore, it is required that windows and doors located within 3 feet of any corner be designed to withstand these higher pressures. Figure 8-3 shows the typical locations of the corners. Table 8 has separate columns indicating the plywood requirements for standard wall area and wall area that is within 3 feet of a corner. After the windstorm is over and the plywood has been removed, all holes made by the screws in the 2 x 4s should be filled with a weather -resistant caulk. 57 PROTECTIVE WINDOW COVERINGS (Continued) The second type of protective covering is to attach 3/4" plywood directly to the window frame. The plywood is attached to the window frame with #8 screws around the windows frame (top, bottom and sides). The specific instructions for each window manufacturer are shown below and on the next page. DANGER: STORM SHUTTERS CANNOT WITHSTAND SEVERE STORMS. TO AVOID PERSONAL INJURY OR DEATH, CONTACT LOCAL EMERGENCY SERVICES NOW TO IDENTIFY EMERGENCY SHELTER IN THE EVENT OF SEVERE WEATHER. This direct fastening application was designed and tested for use on Philips Products series #22, 23 and 24 lap windows. Do not use on any other products. INSTRUCTIONS FOR INSTALLING SHUTTERS ONTO A PHIL - DUE TO THE LIMITED TIME BETWEEN WHEN A STORM IPS PRODUCTS LAP MOUNTED ALUMINUM WINDOW WARNING IS ISSUED AND WHEN THE STORM COULD HIT AT YOUR LOCATION, WE RECOMMEND YOU DO THE FOL- 1. For each window size, measure the width and height of the LOWING BEFORE A STORM WARNING IS ISSUED: exterior flange of the window. (These become the shutter 1. Purchase #8 x 1 " sheet metal screws (enough for all the windows). 2. Buy shutters and get them cut to size, and marked. The shutters must be 3/4" thick plywood. 3. Store shutters and screws together in a dry place where they will be accessible. SCREW LOCATION DETAIL SCREW LOCATION DETAIL 3/8° (top & 8" maxim 3/18" (bottom on DOD SHUT VERTICAL CROSS SECTION OF SHUTTER ATTACHED TO FRAME HEAD AND SILL wln IMPORTANT: DUE TO THE SHORTNESS OF THE EXTERIOR FLANGE o= ON THE FRAME SILL, THIS O_ DIMENSION MUST BE ¢ LU MAINTAINED. w J 58 3/18" (bottom only) dimensions.) 2. Determine how many shutters of this size are needed and get them cut to the proper dimensions. 3. Mark each shutter as to where on the home it goes, as well as marking which end goes up. 4. Mark the screw locations on the shutter (as shown below). 5. With the help of an assistant, lift the shutter up to the window and center it on the window. 6. Position the shutter so that the bottom edge of the plywood is even with the bottom of the exterior flange of the frame sill. 7. Fasten the shutter to the window with #8 x 1 " sheet metal screws. Make certain the shutter does not shift out of position. I R IN PROTECTIVE WINDOW COVERINGS (Continued) 500 AIRPORT DR. MANSFIELD, TEXAS 76063 (817)473-4421 INSTALLATION OF PROTECTIVE COVERING A REQUIRED BY H.U.D. FOR ZONE II AND III The following pages illustrate the application of an exterior window protection in the event of storms (such as hurricanes) as required by H.U.D. Please Note: Installation of protective coverings (such as those listed below) will negate egress of the window. Homes with protective coverings (such as those listed below) cannot be occupied while the coverings are in place. Parts Required: 1. 3/4" plywood — enough for each window in the home. 2. #8 x 1" wood screws or longer (see below for quantity). The installation steps apply to both the vertical and horizontal sides of window. The size of the window will affect the number of fasteners needed. For windows with a face measurement of 30" wide by 30" high (or any, smaller size), install 3 fasteners, spaced eight (8) to twelve (12) inches apart on the head and on the sill. Install four (4) fasteners, spaced eight (8) to twelve (12) inches apart on both the left and right frame sides. For windows larger than 30" x 30" with 46" x 60" being the maximum size, add one fastener to each side for each additional eight (8) to twelve (12) inches in width and height. To determine the plywood size, (use 3/4" thick plywood) measure the width and height of the outside (exposed) return fin (edge to edge). Position plywood over the window. With plywood supported, drive one fastener through the plywood and window return fin near center of the window sill. Repeat this procedure for the other required sill fasteners. With covering attached at sill, con- tinue driving fasteners around perimeter of the plywood using the above.spacing formula. After the storm has passed, reverse the above procedure to remove'� __��'__ Store materials for future use. 3/4 Ply Woi 7/16" TRI HARDBOARD 7/16 Wood As Required By Design APPROx1/2" f As Per MFG. Standard WINDOW INTERIOR OF HOME RETURN #8x1" Screw @ 12" o.c. Max. 59 PROTECTIVE WINDOW COVERINGS (Continued) 500 AIRPORT DR. MANSFIELD, TEXAS 76063 (817)473-4421 Installation of Protective Covering as required by H.U.D. for Zone II and III The following pages illustrate the application of an exterior window protection in the event of storms (such as hurricanes) as required by HUD. Please note: Installation of protective coverings (such as those listed below) will negate egress of the window. Homes with protective coverings (such as those listed below) cannot be occupied while the coverings are in place. Parts required: 1. 3/4" plywood — enough for each window in the home. 2. #8 x 1 1/4" OR 1 1/2" wood screws (see below for quantity). The installation steps apply to both the vertical and horizontal sides of windows. The size of the window will affect the number of fasteners needed. For windows with a face measurement of 30" wide x 30" high (or any smaller size), install 3 fasteners, spaced eight (8) to twelve (12) inches apart on the head and on the sill. Install four (4) fasteners, spaced eight (8) to twelve (12) inches apart on both the left and right frame sides. For windows larger than 30" x 30" with 46" x 60" being the maximum size, add one fastener to each side for each additional eight (8) to twelve (12) inches in width and height. To determine the plywood size, (use 3/4" thick plywood) measure the width and height of the return fin (edge to edge). Position plywood over the window. With plywood supported, drive one fastener through the plywood and window nailing fin near center of window sill. Repeat this procedure for the other required sill fasteners. With covering attached at sill, continue driving fasteners around perimeter of the plywood using the above spacing formula. After the storm has passed, reverse the above procedure to remove the covering. Store materials for future use. Be sure to fill all holes left by the removal of the screws with a suitable silicone type sealant. Material should have a long life rating. This will prevent water and air from entering the home. 60 Exterior Sheathing L—VINYL WINDOW FRAME 3/4" PLYWOOD #8x1 1/4" SCREW @ 12" O.C. MAX WINDOW RETURN FIN VINYL AS PER MFG STANDARD HOME INTERIOR WOOD AS REQD. BY DESIGN Exterior Sheathing 8-17-q4 PROTECTIVE WINDOW COVERINGS (Continued) Protective coverings may also be installed over doors and sliding glass doors in a different manner than described previously. First, remove the mounting screws holding the door frame to the exterior wall. Then place the plywood (or wood frame) from Table 8 over the door opening and fasten the plywood and door frame back into the wall studs through the same holes in the door frame. Use #8 x 3" wood screws 12" o.c. for doors. Use #8 x 4" wood screws 6" o.c. for sliding glass doors. See Figure 8-6 for a typical application of this type of protective covering. Door Size I I Plywood face grane 1 I #8 x 3 Wood Screws ,r 12" o.c. max. #8 x 4' Wood Screws 6" o.c. a sliding glass door for Door Frame Wall Studs CERT #09703 �'. STATE OF W Z/V FIG. 8-6 #8 x 3" Wood Screws 12" o.c. max. #8 x 4" Wood Screws 6" o.c. for a sliding glass door. SECTION B -B Due to the limited time between when a storm warning is issued and when the storm could hit at your location, Skyline recom- mends that the items necessary for the protective coverings be purchased and prepared before a storm warning is issued. Cut plywood to size and mark it relative to window/door location. Store plywood and fasteners together in a dry place where it will be accessible. Once the protective coverings have been installed, the home should not be occupied. 61 CHAPTER 9 FINAL INSPECTION Make a final inspection when home installation is complete to make sure that no items have been overlooked and that all work was done properly. Place special emphasis on the following "checklist" items: Water and Drain System. All water and drain systems work properly and do not leak. Appliance Function and Operation. All fixtures and appli- ances have been tested and work properly. Windows, Doors and Drawers. All windows, doors and drawers work properly. Egress Windows. One window in each bedroom is desig- nated as a secondary exit to be used in case of emergency. Each exit window is labeled as such with operating instruc- tions. All shipping hardware should be removed, and the window should operate as explained in the window manufac- turer's instructions. Exterior Siding and Trim. There are no gaps, voids, or miss- ing fasteners, and all seams are sealed. Stack Heads and Vent Pipe Flashings on Roof. All stack head or vent pipe flashings are properly attached and sealed. The free area of these vents must be equal to at least one - square foot for every 150 square feet of floor area of the home. The vent size must be increased to allow for insect screens, slats, louvers, etc., used over the open vent area. Low -Hanging Trees and Bushes. If there are any low -hang- ing trees or bushes near the home, trim or cut them. Think about the plants' possible movement during windy conditions or when covered by snow or ice. Exhaust Fan Operation and Air Flow. Check all exhaust fans for proper operation and air flow. Bottomboard. Carefully inspect the bottom covering of the home for loosening or tears from installation of pipes or wires Seal openings around the floor perimeter, pipes or pipe hangers and splits or tears with weather -resistant tape. Anchors and Straps. Be sure the correct number of anchors have been installed at the proper angle, and that all straps have been tightened. Composition Roof. All shingles are properly attached, none Interior Details. Inspect for, and correct, all interior finishing are loose or missing, and all holes are filled. details, such as loose molding, carpet seams, etc. The retailers' representative should inspect the home with the Skirting Ventilation. The skirting around the home has non- homeowner, give the homeowner a copy of the Homeowner's closing vents, located at or near each corner as high as Manual, and brief the homeowner about maintaining the home. possible to cross -ventilate the entire space under the home. INSTALLATION INSPECTION CHECKLIST TO ENSURE PROPER HOME INSTALLATION AND HOMEOWNER SATISFACTION, THE FOLLOWING ITEMS SHOULD BE CHECKED DURING OR PROMPTLY AFTER THE INSTALLATION AND BEFORE THE HOMEOWNER TAKES POSSESSION: INSTALLATION/PLACEMENT: ❑ Alignment/Close-Off DW ❑ Foundation ❑ Level ❑ Tie -Downs UTILITY CONNECTIONS ❑ Fuel ❑ Sewage ❑ Water ❑ Cross -Over Duct ❑ Electric EXTERIOR ❑ Doors ❑ Roof ❑ Windows ❑ Siding/Trim INTERIOR ❑ Ceiling ❑ Paneling ❑ Trim ❑ Floor Covering/ ❑ Electrical Systems/Fixtures ❑ Drapes ❑ Cabinets ❑ Doors ❑ Furniture ❑ Plumbing ❑ Keys ❑ Appliances ❑ All Warranties ❑ All Manuals 62 63 L iNE� BRINGING Amma HOME. BRINGING Amu NN. Corporate Office — P.O. Box 743 — Elkhart, Indiana 46515 10/13/04 I July 24, 1997 James Carlson P.O. Box 52 Richvale, CA 95974 Dear Mr Calrson: - utte Fount L A N D O F N AT U RA L W EA L T H A N D B E A U T Y LAND DEVELOPMENT DIVISION DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE • 'OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7266 FAX: (916) 538-2140 RE: AP 029-131-012 & ptn. 013 (Lots 503 through 507) Certificate of Merger Enclosed please find the Certificate of Merger which was issued by the Butte County Department of Public Works and recorded on June 30, 1997, under Serial Number 97-023672 in the office of the Butte County Recorder.. If you have any questions concerning this matter, please contact this office at 916-538-7266, Monday through Thursday, 8:00 a.m. to 4:00 p.m. Sincerely, J/j A Stuart Edell Manager, L-6nd Development Division SE/kp Enclosure cc: (6_uildg Division Environmental Health Dept. Michael Mooney .r AFTER RECORDING RETURN TO: Butte County Public Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 97-023672 1 Rec Fee I IHF Recorded I Check Official Records I County of I Butte I Candace J. Grubbs I Recorder I 2:59pm 30 -Jun -97 I PUBL CERTIFICATE OF MERGER 11.00 2.00 13.00 XX 3 LANDS BEING MERGED: AP NUMBER(S) d�%-�3% — 0/Z -060 (202 /o�✓) f�A9 /3/—O/3-DOo4%�271on/) SUBDIVISION / PARCEL MAP: BOOK 6� PAGE 5-3 , BLOCK 13 1 LOT(S) s03, SCX)✓ ,SD6-, ,530G ,5107 BOOK PAGE BLOCK LOT(S) As of the 30th day of JUNE , 1.94Z, those lands noted above are merged to create one parcel(s) of land as described in Exhibit(s) A attached hereto. MIKE CRUMP Director of Public Works OWNERS' CONSENT TO MERGER JAMES and MICHELLE CARLSON as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that / those parcel(s) as described in Exhibit(s) A attached hereto. ALL SIGNATURES MUST BE NOTARIZED: SI?NATURE M, eH�c.c>✓ SIGNATU E LD 1530 (5/97( 2l�on� (a-g-9� DATE DATE 4" CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of County of California Butte On June 9, 1997 beforeme, Linda J. Osbourn, Notary Public Date Name and Title of Officer (e.g., "Jane Doe, Notary Public") personally appeared" *James Carlson and Michelle Carlson** Name(s) of Signer(s) impersonally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by & & - & a -i his/her/their signature(s) on the instrument the person(s), UNDAJ.OSBOURN or the entity upon behalf of which the person(s) acted, COMM. #1051501 executed the instrument. Z : -'� • Notary Public — Confalmla My BUM COUNiY Carnet. E);*es MAR 18,1994 WITNESS hand and official seal. natu Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Certificate of Merger Document Date: June 9, 1997 Number of Pages: 1 Signer(s) Other Than Named Above: Mike Crump Capacity(ies) Claimed by Signer(s) Signer's Name: James Carlson EN Individual _ ❑ Corporate Officer Title(s): ❑ Partner — ❑ Limited ❑ Genera ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER Signer's Name: E Individual Michelle Carlson ❑ Corporate Officer Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Top of thumb here Signer Is Representing: 01995 National Notary Association • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park, CA 91309-7184 Prod. No. 5907 Reorder: Call Tall -Free 1.800.876.6827 d{ 1 ✓IICIMEL MOONEY 5 A MADRONE AVE. CIVIL ENGINEER OROVmLLE, CA 95966 RCE 20647 (916) 533-2131 EXHIBIT "A" DESCRIPTION PARCEL 1 All that real property situate in the State of California, County of Butte, being a portion of Section 16, Township 19 North, Mange 2 East, M.D.M. more particularly described as follows: beginning at the Southeast corner of Lot 503 of the Town of Richvale as shown on that certain map, "Town of Richvale", which map was recorded in the office of the recorder of the County of Butte, State of California, on January 17, 1910 in Book 6 of Maps, at Page 53, thence North 00° 36100" East along the east line of Lot 503 76.20 feet, thence North 890 13'00" West parallel to and 63.60 feet southerly of the south line of Lot 151 of said "Town of Richvale" 150 feet to the west line of Lot 507 of the "Town of Richvale", thence South 000 36100" West along the West line of Lot 507 76.20 feet to the southwest corner of Lot 507, thence continuing South 000 36100" West 10.00 feet to the South Line of the North 10 feet of Lot 152 of the "Town of Richvale", thence South 89° 13100" East along said south line of Lot 152 150 feet to a point which bears South 000 36100" West 10.00 feet from the southeast corner of Lot 503, thence North 000 36100" East 10.00 feet to the southeast corner of Lot 503 being the point of beginning; said parcel contains 0.30 acres more or less. The basis of Bearings for this description is the North line of Lot 152 taken as South 890 13100" East per 90 Maps 3 NOTE: ANY STRUCTURES PLACED OR BUILT ON THIS PARCEL MUST BE ELEVATED TO MITIGATE FLOODING. RESIDENTIAL 029-133-007 PERMIT#96-1429 RAMIREZ, Sylvia vale 5269 Church St., Rich Cont; Skycrest Bldg Utilities r? Mobilehome V=OK O = Not OK , NottRead'yb1e MOBILE HOMES Date k1OBILE HOME UTILITIES Plans OK except #'s 1. g Requirements - Setbacks - Easements Special MH Support Sketch c . S r; tion -Test -Fall -C/O -Concrete tion -Test -Easement Needed (Sketch) Elec ' 'ty; Location -Clearances d-/ /Amp -Concrete 6. s; Locatipn-Tiest-Wr A446t. / t. 9VQ7j&kPG Well C ce & Disconnect tility Clearance Dat Card B- Date Card B-1 Date Card 13-1 Date Card B-1 Date M9&jnOME INSTALLATION Plans OK except #'s 1. Zoning Requirements- Setbacks Easements 2 tings; Size -Spacing -Marriage Line Gas; MH Test -Demand Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 1 7. Water and Sewer Connected -C/O to Grade -HD Approval �.,&-aas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. t0. Exits; Insp.-Sketch j 11. Cert of Occupancy i Date 111 ted 13 - Card B-1 MISCELLANEOUS 'Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements { 2. Footings; Soils-Size-DepthSpac'ing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings bate Card B-1 Date Card B-1 .La te Card B-1 Date Card B-1 tate POOLS 1PIAns1 OK PYrPnt #'s { 1. Setbacks -Easements 2. Soils; 3. Pool Structure; Steel -Connections -Thickness Dead Men -Linin 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts -GA 1 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 1 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit j 9. Health Department Approval f 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 `Date Card B-1 Date Card B-1 ✓=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (Single ' = Date UNDERFLOOR (Plans) OK except k's & Duplex) Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. ties-Purlin-root Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 45. Hangers -Post Caps -Anchors -Connectors 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel -Bloc kouts-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-Anchor-Reaulator-Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 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 ir's 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe: Test & Anchor -Nail Protection -------- --------------------------------------------------------- -- - 18. O.W.V.: Test -Fittings & Anchor -Nail Protection ------------------------------------------------------ -19. Shower Pan: Test_ First Floor -Tub Access - ---------------------------- 20. Test Tub& Shower. Second Floor -Tub Access - ----------------------------------- 21. Gas Pipe_Size & Anchors ------------------------------------------------------------------------------- Date Card B-1 DateCard B-1 ----------------------------- -- ----------- ------------------------ ---------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's 22. Fixture & Transformer Clearance -Ins. Protection ---------------------------------------------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ----------- - ------------------------------------- ---------- 24. Size Boxes & No. of Conductors -Stapled ------------ ------------------------------------------------- --- ....... 25. Romex Installed Close to Edge of Studs & C.J. ----------- -----------------------------------... .. 26. Equip. Ground made up wrMech. Fastners-Bond Gas & Water --- ------------------------------------------------ - - 27. 2 Appliance Circuits in Kitchen & Conductor Size,GFI ----------------------------------------------------- --- --- -- 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. Cu or At -------- `------------------------ ............. .. 29. Range Circ. r , ga. Cu or AI -Oven Circ. / r ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No -------- ------------------------------- - -- - 30. Service -Riser Conductors & Ground -Main Disconnect ----- ---------.. ............... ....... ....... 31. Equip. Clearances Panels-Motors-Mech. Equip. ------ --- - - - - ----------------- ------ 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector --------------- ---------------- ---------------------- --- .. ....... . _ .... . Date Card B-1 Date Card B-1 ----------- ...................... .. Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except n's 34. A.C. Ducts Insulation & Support ---------------...................... . ...... . .... ... ... 35. Vent Fan: Exhaust above insulation --------- ------ - ------ --- .. ....... ....... .. 36. Condensate Dram & Overflow: Size _& Grade 37 Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet .__..._ ... ..._. ... . 38 Attic Access & Platform if Furnance in Attic ------ ------ --- ._. ... Date Card B -t Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except a's 39 Sils. Proper Material & Anchors 40 Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ...... . -- - 41 Bearing Walls over Girders & Floor Nailing 42 Draft Stop in Walls (rat proof) 43. Fire Stops. Furred Ceilings -Stags -Chases -Tub ------------ ------ ------- -- 44. Headers & Beam -Size & Bearing 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings ---- --------- 52.- Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits -------- --------------------- 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection --------- 54. plywood on Roof Overhang -Attic Vents -Rafter Outrig -------- 55. Siding -Nailing Veneer ---------------- 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ----------------- ____________ 57. -Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts 59. -Insulation -Wal Is-Cei Ii ngs ----------------- ----- 60. Infiltration -Walls -Windows ---------------------------------------------- - Date Card B-1 Date Card B-1 - ------------ --------------------------- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except a's 61. Ext. -Steps -Door & Sidelight Protection -Landings 62. Smoke Detector ------------ ------------------------------- - - 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection --------------------------------- 64. Bedroom Exiting 65 G.F.I. & Bath Fixtures & Tub Access -Spa .... ...... . . . -------------- --------- 66. Elec. Trim & Subpanel: Breaker Sizes & Labels .---- ---- - ----------------------------- 67. Stags & Rails 68 Fireplace or Stove: Clearances -Hearth ------------------------------- 69 Elec. Outlets at Wood Panel: Int. & Ext. - - ----------------------------- ------------ 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance ..... _ - - - - ------------------------------------ -- 71 Elec. Outlets & Receptacles at Kit. Counter . ... ... ......................... ---------- 72. Garage Fire Door: Swing -Landing -Closer ...... --- .._ ....... -------------------------- - 73. A.C. Duct in Garage -Damper ...... ..... --- ... -- -------------------------------- 74. Wtr Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage:Above Floor-Mech. Protection ...... - -- -- ----------------------------------- ----- 75. Plb.. Elec. & Mech. Equip. Listed for Location ..... ------------------------------------------ - 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection --------------------------------------------------- 7, Insulation -Foam -Looked in Attic ❑ Yes ------------------------------------------ 78. Guard Rails & Deck Construction -Post Caps ------------------------------- -- 79 Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes --------------------------------------- 80 Following instld. Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No. Planters ❑ Yes ❑ No .---- ------------------------------------------ 81. Stucco: Brown -Finish -- - ._.._..------------------------------------ 82 A C Unit: Disconnect. Electrical. Plumbing .. ... ... ... ... .. ------- - ------------------------- -- ------ 83. Vents Above Roof. PIbg.-Appliance-Fireplace.-Clearance to Openings . - - - - - - - - - - . --- - - --------------------------- 84 Water Well: D Disconnect, Electrical. Plumbing .. ------------ _ ..- --------------------------------- - 85 Exterior Elec Trim: G.F.I. Receptacle -Underground . .. ....... - - --- --------------------------------- 86 Ventilation Throughout House - -- ---- --- ---- - - --- ------------------- 87 Glass Protection . -------------- -- ------------ 88 Corrections from Previous Inspections ----------- ------------------------ 89 Gas Test -Meters Tagged: Gas -Electric 90 Water & Sewer Connected-CrO to Grade -HD Approval ------- - ------------------------------- 91 Energy Compliance Certificate -Other Certificates -------._...._ - ------------------------------------ Date Card B-1 Date Card B-1 - ----- . ------------------------------ --------- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: .1 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 / P RMIT o. APPLICATION AND PERMIT (o ASSESSOR PARCEL NUMBER 029-133-007 ARMH ZONING BUILDING PERMIT OWNER SYLVIA RAMIREZ TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS 5269 CHURCH ST RICHVALE CONTRACTOR'S NAME SKYCREST BUILDERS TELEPHONE 342-2694 CONTRACTORS MAILING ADDRESS' Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation Is Fling Fee $ 2�T9O LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER ucENSE No. Plan Checking Fee $ 2T. 0 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 5269 CHURCH ST PERMITFEE $ RICHVALE PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome M Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities CX Installation ❑ Other ❑ Describe Work: — Mobile Home @20.00 60.00 PERMITFEE $ 80.00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service ( a OV OR LESS ) 200A OR LESS 23.00 13. 00 Main Service ( 200A TO 1000A ) 46.00 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 ' in f2force and effect. License Class !q:47 Lic. No. :n Sq I Z 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 numbera r� in (� I'/ $ 'e: p—,5D 1 Carrier 6 B 1 _A/ 9 NEW CONST. DWELLING OCCUR OR ( 8 ACC. BL ) SO. 3.5¢ FT. CNS. NEW CONST. MULTI -OUTLET LE NON-RESID. ( BRANCHCIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL so EX. OCCUp, (OUITLETS (RESID.OEA ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 20.00 Misc. Wiring 23.00 PERMITFEE $ 63.00 Contractor MECHANICAL PERMIT Filing 9 Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor ' 3 Policy Number w� �% 2i (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those prov' -ons. X _Date ������� Signa re of Applicant - ❑ Owner ACdFAfactor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction�"J of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is DCC CONST. TYPE TOTAL FEE $ 166.00 HAZ. 1 0. F IMP _ F OD CDF PARCEL PD r HD S This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON "a the applicable provisions Resolutions to do work been paid. r/Date �C (Date) ReceiptNo. 201959 — 166.90 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT W • ', -' bUNTYOF BUTTE - DEPARTMENTOF QEVELOPMENTSERVICES -BUILDING DIVISION 7COUNTYCENTERDEtIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 / OWNER S V( Proposed Building Use_ PERMIT APPLICATION DATA SHEET I /2,9z - Building Inspector No. U 147 - ( 3 r ` Date D J -7 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: A' DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans. 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous.MaterialForm............................................. 6. Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $.................................... .. . 11. Impact fees as shown on attached schedule . ..........................,... .- 12. California Department of Forestry plan approval/fees. ) X13. Flood elevation letter (100 year floo by C lifornia Engineer . ................ . 14. Sanitation and.plot plan approval Itb Dfpene >; er.on�frne 15. City of Chico plumbing permit . ............... ..............t� �... ' 16. Plot plan and business license approval from City of Biggs/Gridley. �Yo 17. Planning approval for (A) Use: (B) Parking: .'F ....... . 18. Contact Land Development about (A) Improvements (B) Drainage. :....,. 19. Driveway permit (construction approval required prior to occupancy). .. / . ... - 20. Pre -inspection for re wired. Ireanspection request q o Building Inspector (Dae) 21. Contractor's license information. (No., Name Style, Classification). ............... A 22. Certificate of Workmans Compensation Insurance . .................:.... , ; . 23 Owner -Builder Verification (Given to owner , Mail to owner �. ..... . X�rl4. Recorded copy of Agricultural Acknowledgement Statement . .............:... . 25. Letter of signature authorization . ................................... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on -building use . ......................................; . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... t� 31. Existing violations/expired permits . ...................................... �32. Plan check list. ................ . 33. /�'7ZD' l /� �........ . 34. Whenou issue the ry�jjitryy�e , ss as follows: Mail too Mail to contractor. y Telephone o� 'a`'� nd hold for pickup at ® office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Jc) uc K� Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior49 permit issuanc ( it le new 1. Index permit for above items No. 2. Additional items required: checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail C unter by _ Date Plans checked by - Date Plans approved by c Date �-- Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE V BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Droville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION -NO-,(ICE NO. A routine inspection indicates that the following violations f Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. REV 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA. - (9161 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 r CORRECTION NOTICE IlP A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916)891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. co ' chl Date2— Inspector REV 10/92 SKYCREST DUILDIno SYSTRM CONTRACTORS VERIFICATION I certifv that 1 have installed the Around loc tie down system as per the instal I;1L on instructions. 1 have inade no mod il'ications to the tie down system or to the bui.ldinQ structure. Skvcr.est Buildine Svstems-.Chico 13468 Hwv. 99 Chico. CA 9597:3 (916) 342-2694 Contractor's License #295412 Installer:: /� c'1 Jit%i 1�i�9-rn7 S S_�_ —%D C'�►'1----.._. . For Customer Name: __.. _� _�_ --_-_ ------ . mac' Site Address�Z:.. Z..... --- ... Permit Number Serial Number State Contractors License Number 295412 13468 HWY. 99, CHICO, CA 95926 (9 16) 342-2694 Adm f plans and S&CMcatt s MUB'P - job at all tunes and it;is unlawtT UA hanges or alterations on same withOl 11 mission from the Department of Pub3 I o aty of Butte. sy����� �,�M I ;� V 4 -T $269 cl-IURCN ST' vA E I ZS� I.SP R I c a'-1 �. ' , �� ax ;LL ozGl- X33- 00-7 -- writ L o i s 5�� ��9 wor8 I I PRopos�D I i _ CA LF I = 20' RES i DENCE I f I ii 1 52 I I EXIST FIRE DgMA(rED I HOME- To 8E DEM0LISHED A PP2ox II qq oov .cam 4 �— 24' NOTE: All Materials & Workmanship Shall Be tm Ex ST- pjZ t ✓E.. Accordance with Recognized Good Practices and of a Quality Prescribed for the SpeciSed use in the Uniform Building, Plumbing & Meohanica: I -- Codes and the National Blectrical Code. 1 ECKJIPMENT INCLUDIW3 STRUCTURESQS E GIFAR ALL tASE'M- S. I ALL OF SHALL OVERHAN THE SIDE AND I FT. FROM A SET .BACK OF _ L Nr -S AND I FT, FROM THE EAR NE SHALL BE FT. FROM TH RO D-CENTERL AND E(aUiPMENT EY -CEI . I \\ E R OF STRUCTURES FCR .q 2 FTti SAVE OVERHANG' I � L.oT .3-68 �vT S69 any to IcJ ,013 :�_ ;,r M.H.I. - 2 Mobilehome Manufacturer: SANLIA16 Manufacture Year: /99 If other than single wide; furnish Setup Model Number-, B 30 L C? Width: �(ft.) Length: 5:2 (ft.) Tagalong or Expando Size (ft.) x — (ft.) On all mobilehomes manufactured after - October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[K ] Other: SUPPORTS: Concrete block[(] Other: y - Provide Tie Down Specifications for all Mobilehomes: 6k0VW-0 G,olt 6& /00 Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE - Line 1 Line 1 . Line 2 Line 2 ................................................................................................ Main Beams Line2 ....................................................................................:........... e 2 Line 1 line 3 i Line 2 ................................................................................................ Main Beams Line 2 ............................................................................................... Line 1 .................�............................���e 5 T or Triple e4 Line 1 Piers: Size minimum: r I x Spacing maximum: I` From ends -maximum: ` 0 Line 1 Openings Size minimum: [ 12- ] x [3 0]. Each side of openings with width over: 3 ` % ` Line 2 Piers: Line 4 Piers: Size minimum: [ I2-1 x [ 301. Size minimum: [ ] x [ ]. Spacing maximum: Spacing maximum: ` From ends -maximum: tj From ends -maximum: ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): OVER 1. Owner's Name: 5V L V/,1 A, f?41"It '67�a — 509LC /0 0 2. Assessor's Parcel Number: bAg ^ J3 3 r DO 7 3. Installer's Name: S K)1C 2 c—s % 5 01 L V / 1V 6 5 YS 4. Is the site currently under permit? Yes[ ] No[x] Permit No. 5. Is the site an'6dsting site? Yes[x] No[ ] (If yes, furnish two plot plans). 6.. What is the electrical rating of the mobilehome? / _6O Amperes. ..7. What is the mobilehome site circuit breaker rating? 6o Amperes. 8. What is the electrical rating of the mobilehome site? / 6 o Amperes. 9. Is the main service remote from the mobilehome site? Yes[x] No[ ] If it is, what is the rating? /00 Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[ X] If yes, 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: Natural['x ] Propane[ ] None[ ] 12. Size ofas pipe at the mobilehome site from the meter or tank: 4 inches. 13. What is the gas pipe length from the meter or tank to the mobilehome?�ZD_(ft.). 14. What is the mobilehome gas demand? //0000 B.T.U.* *(This information is not required if the pipe lend 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 May 1995 8.5 MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION --7 COUNTY CENTER DRIVE OROVILLE, CA 95965 ---PHONE (916) 538-7541 APN:©�� 1 /3 3 7 PERMIT NO.: / & Owners: Name. Owners: Address: Mobilehome J— r� ' Year of Manufacturer Manufacttfre:� Serial number / �" Insignia or ) / CJ C/ / or V.I.N. r- HUD number: t✓� v Official approving° installation: �' Date: v v �! If the mobilehome is move :or relocated, the mobilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system. 5138 r White -Owner, Yellow -Installer, Pink -Bldg., Gold -Assessor f L; COUNTY OF BUTTE- DEPARTMEWT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville,' California 95965 -Telephone (916) 538-754y, PERMIT X70. APPLICATION AND PERMIT `��'^�� ASSESSOR PARCEL NUMBER 029-133-007 ZONINGARMHBUILDING PERMIT OWNER SYLVIA RAMIREZ TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS RICHVALE CONTRACTOR'S NAME SKYCREST BUILDERS T +N2694 CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER UCENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Penalty $ BUILDING ADDRESS,2,, CHURCH ST PERMITFEE $ RICHVALE PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 6 Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Y7 Other ❑ Describe Work: Mobile Home 7q_G W @20.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filina Fee 20000 Main Service000V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 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 f rce a d effect. License Class Lic. No. ;Z9 S4 I `Z 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 NEW CONST. DWELLING OCCUP. OR NS. ( 8 ACC. ) so. 3.50 FT. NEW CCONST. MULTI.OUTLETLE T NON-RESID. ( BRANCH CIRCUITS ) 97.50 .POWER ( POWER APPARATUS ) OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES) 20 @ 1.00 BAL so Ex. Occup. TLEED RE IS D.l. )EA) ( OUTLETS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1Q' 1 have and will maintain workers' compensation insurance, as required by Section J \ 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy nu tier are: Carrier 0 i✓ [—G Policy Number (The above sections need not be co pleted if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort with comply with those provisions. X , � .� _ Date —IUAL 6 z__91� ctor ❑ Agent Signatu a of Applicant - ❑ Owner ❑ Crer An OSHA permit is required for excavations.50" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Mobile Home Installation Fee $ 100, co Energy Inspection Fee Is occ CONST. TYPE OTAL FEE $ 143.00 HAZ. D. FE IMP FLOOD CDF PARCEL — PD HC V" ISS 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 ate( PERMITEXPIRESON 7 (Date) Receipt No. 201959-143.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT "I",.�"'3F��+'�� v�,aa�:;r•. �;�•� ;;:�.-.. ..... ^..�.:. 1:. �w •- _ �!// _ ' v COUNTY�F BUTTE - DEPARTMENfOF-D VELOPM ENT SERVICES - BUILDING DIVISION 7COUNTY CENTER DRIVE -OROVILLE, CALIFORNIA 95965 -TELEPHONE (916)538-7541 . r PERMIT APPLICATION DATA SHEET OWNER U ffA )) ��P. No. Proposed Building Use Building Inspector l/`'1 Date n7 At time of permit application, I was advised the following[rdata must be submitted prior to permit processing and/or issuance: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE RECEIVED BY 1. All items have been submitted. ...... . 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, signed by�preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets., with wet signature on plans . ............. 5. Hazardous Material Form . ................... ... ................. . 6. Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ . ................ 11. Impact fees as shown on attached schedule''.. L-- . ................... . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100`year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permitA�.... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. ' 17. _.Planning approval for (A) Use: f d' (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ......... . 19. Driveway permit (construction apl5ioval required prior to occupancy). .. . . 20. Pre -inspection for i to Building Ins ect required. . to Building Inspecto(Date) 21. Contractor's'1icensd,"information. (No., Name Style, Classification) . .............. 22. Certificate'of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner )............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... �27. Letter of intent on'building use. .. 28 Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. ....... ,........ . 31. Existing violations/expired permits . ...................................... 32. Plan check list . ...................................................... + 33. 34. W�heryyou issue th e i r , s as follows: Mail to oAne Mail to contractor: t/ Telepho; 7 and hold for pickup at CJ office. Deliver with inspector. Other Parcel Creation �� Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Copy of plans sent Health Dept. Fire Dept. Other The following data must be submitted prior to permit issuance 1. Index permit for above items No. 2. Additional items required: Air Pollution Date Date By not checked above). Contractor, designer, own er,_was advised of..above required data by _ phone _mail Counter by _Date Contractor, designer, owner, was advised of above required data by _ phone _mail Counter by _Date Plans checked by � ' Date Plans approved by r� Date Sets of plans on hold in File cabinet AP folder opy - Department of Public Works COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-754/1 OWNER i I/ % I a �— A.P. #Do��--1 3-0-> PROPOSED BUILDING USE DATE SCHOOL DISTRICT FEES (paid at District Office) ��� 2. SHERIFF FEES (paid a Builduigr Div' ilion) Residential...... x =$ unit amt. Commercial (sq. ft. ). x =$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq.ft.).. x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (pais! at Building Division) 6. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER REC. # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE SEP -06-96 03:16 PM SKYCRES BUILDING SYSTEMS 916 342 9174 CHICO BUILDING SYSTEMS Set up & Delivery of Manufactured Homes Plus Building Accessory Structures September 6, 1996 Butte County Building Department 7 County Center Dive oroville, CA 95965 Attn: George Kellogg. Subject: Mobile Home Installation Permit #96-1430 5296 Church Street. Richvale, CA Gentlemen: P.01 Donn Dooley Production Manager 00/ CHICO BUILDING SYSTEMS Set Up & Delivery of Manufactured Homes Plus Building Accessory Structures /�l -dG 7 13468 Hwy 99E Phone: (916) 342-2694 Chico, CA 95973 Fax: (916) 342-9174 The above property has been evaulated by John Sears of Applied Testing Consultants in regard to questionable expanding and con- tracting soil. Please be advised that Cousin Gary's Manufactured Housing, DBA Chico Building Systems, will evaluate the level of the house, as well as, evaluate the windows and doors for possi- ble binding problems upon a 3 to 5 inch rain in November 1996, January 1997, and March 1997. Chico Building Systems will. then fax the findings of each evalua- tion to the Butte County Building Department. Sincerely, \:�' 0_^ I ^ 0*_`/1- Donn Dooley Production Manager DD:sg Donn Dooley, Production Manager • . Jim Brogden, Service Manager 13468 Hwv 99E • Chico. CA 95973 • Phone (916)342-2694 • Fax (916) 342-9174 '?IFTER RECORDING RETURN TO: 96-035591'1 Rec Fee 12.00 I �� I Check 12.00 r� County of Butte Reoorded I LAND DEVELOPMENT DIVISION Official Records i 7 County Center Drive County.of I Oroville, CA 95965 Butte I Candace J. Grubbs I Recorder I 10:13am 25 -Sep -96 I PUBL XX 3 CERTIFICATE OF MERGER LANDS BEINp_MERG$ AP NUMBER(S)Q-29^133 007 D -Q" (POA) . SUBDIVISION/PARCEL MAP: BOOK 6 PAGE 53 BLOCK LOT(S) 568,569 As of the day of 19 , those lands noted above are merged to- create one single parcel of land as described on Exhibit "A" attached hereto. WILLIAM FARREL Di.rectd'r of Development Services 9/2 DATE OWINERS' CONSENT TO MERGER Tavi r T Salcido and Sylvia A Ramirez a1c-ido as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into one single parcel as described on Exhibit "A" attached hereto. . ALL SIGNATURES MUST BE NOTARIZED: Javier J. SalcAPGNATURE DATE S via A. RamirVi:�O� �o DATE 51GNATURE LD 1530 (7/93) . . DATE A. M .E R I STATE OF CALIFORNIA } }ss. COUNTY OF BUTTE } On JULY 19, 1996 before me, DIANE MATTHEWS , personally appeared JAVIER J. SALCIDO AND SYLVI_A__A. RAMIREZ SALCIDO , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Title of Document Date of Document Other signatures not acknowledged DIANE MATTHEWS COMM. # 1001022 9 NOTARY PUBLIC - CALIFORNIA n + `6 SONOMA COUNTY .Ji a•'• My Comm. Expires Sept. 14, 1997 (This area for official notarial seal) No. of Pages GI -5191 3008 (1:94) (General) First American Title Insurance Company EXHIBIT "A" Legal Description Merger/Steadman et. al. Lots 568 and 569 as shown on the Town of Richvale Subdivision, filed in, the Butte County, California, Recorders office in Book 6 of Maps at Page 53, merged into one parcel. APN 29-133-07 Job #96-052 LA�ps OC, cc: Cr :O No. 4085 -M OFC; Planning Division JUN 1 7 1y�b Orovuie, (,Cuiiomid CHICO BUILDING SYSTEMS Set up & Delivery of Manufactured Homes Plus Building Accessory Structures September 6, 1996 Butte County Building Department 7 County Center Dive Oroville,. CA 95965 Attn: George Kellogg Subject: Mobile Home Installation Permit #96-1430 5296 Church Street Richvale, CA Gentlemen: ?6 — o_� 0 —133— OV -7 COUNTY OF BUI-rE BUILD NG DFVT SEP 1 1 1996 The above property has been evaulated by John Sears of Applied Testing Consultants in regard to questionable expanding and con- tracting soil. Please be advised that Cousin Gary's Manufactured Housing, DBA Chico Building Systems, will evaluate the level of the house, as well as, evaluate the windows and doors for possi- ble binding problems upon a 3 to 5 inch rain in November 1996, January 1997, and March 1997. Chico Building Systems will then fax the findings of each evalua- tion to the Butte County Building Department. Sincerely; --a----' 0-n, ��ov-Qle Donn - x.. - Donn Dooley Production Manager DD:sg Donn Dooley, Production Manager • Jim Brogden, Service Manager 13468 Hwv 99E • Chico. CA 95973 • Phone (916) 342-2694 • Fax (916) 342-9174 S■MME^■EENE NEW% PEONS MEE1 Jt■t iir-1Y=-Iii Na►A ANN r- a A . 'a h�d►JOLAh-H Materials Engineering Testing and Inspection Crane Certification 5050 Cohasset Road Chico, CA 95926 (916) 891-6625 File No. 96661 04 September 1996 Butte County Building Department #7 County Center Drive Oroville, CA 95965 Attn: Mr. George Kellogg Gentlemen: Reference is made to our letter dated 26 August 1996, regarding Building Permit 496-1430. This project is a mobile home installation at 5296 Church Street in Richvale, CA. In the letter referenced above, we briefly discussed the possibility of binding in the doors and windows as a direct result of expanding and contracting soil. These comments were made after conferring with a representative of the manufacturer, at which time he stated such problems are fairly common for any mobile home installation, not just those on expansive soil. Unfortunately, we do not have an experience base allows us to state the degree to which expansive soil will exacerbate binding in door and window openings. Intuitively, it is my opinion that binding will not be significantly increased. The Building Department's response to our letter pointed out that binding doors and windows may create a life.safety issue in the event of a fire. However, without some data showing a correlation between installations on expansive soil and an increase in door jamming problems, I do not feel that extensive foundation modifications are justified at this time. In order to resolve this issue, we recommend that the installation described above be monitored at frequent intervals to determine if a problem really exists. We have spoken with the installer and they are of the opinion this approach would be beneficial, not just for this installation, but for future installations as well. If this approach is suitable with the Building Department, we would recommend inspection of the home at intervals during which 3 to 5 inches of rain has fallen. Very truly yours, APRLIED TESTING CONSULTANTS, INC. i r Jo Sears, PE �,i ...::,E-fir.....-;•�,,,•.�„�� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 Sylvia Ramirez — - — _ ` FAX: (916) 538-2140 5267 Church Street Richvale, CA Re: Mobile Home InstallationI g/ 71 I Date: 8/27/96 i A.P. No. 029-133-007 Permit #96-1430 In reference to the attached letter from Mr. John G. Sear dated August 26, 1996, we understand that Mr. Sears considers the mobile home installation sound from an engineering stand point but expects difficulties in the form of binding windows or doors and floors which are not level. We are concerned with the prospect of the binding windows and doors from a safety perspective. Various doors and windows are expected to be avenues of escape in event of emergencies such as fires. In light of this, we find that the present described installation poses a safety problem which must be corrected. The required emergency exits for the Mobile Home must be functional on a permanent basis. Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday. Sincerely, George R. Kellogg Plan Check Engineer, cc : John G. Sears, Applied Testing Consultants, Inc. ,d� L ?(Zov 10 F,;) -C) Applied Testing Consultants vt-i . (2rlJ C LV $ l c 0 5050 Cohasset Road Chico, CA 95926 T� �` ��s 2796 Don Dooley Cousin Gary Mobile Homes �, ej� 13468 Highway 99 Chico, CA Aug.27 '96 7:42 KONICA FAX 720 PPPU Materials Engineering File No. 96661 Testing and inspection 26 August 1996 Crane CerlIllCation Butte County Building Department 5050 #7 County Center Drive Cohassel Road Oroville, CA 95965 Chico, CA 95926 Attn: Mr. George Kellogg Gentlemen: This letter is in response to your concerns regarding the support system for a mobile home installation at 5269 Church Street in Richvale, CA. The APN at this location is 029-133-007 and the Building Permit No. is 96-1430. This property is owned by Silvia Ramirez. We have performed two expansion Index tests (UBC Standard 29-2) on Adobe Clay from the Nelson-Richvale area during the last two years. Both of these tests indicated an Expansion Index between 100 and 120, which classifies as "High" in Table 29-C of the UBC. We feel comfortable in assuming another teat would yield similar results, even without actually performing such a test. Up to 3" of total expansion may be experienced in this type of soil. It is our understanding the frame structure of the mobile home described above is supported on pressure treated 2 x 12 lumber, 30" long, spaced at 4'-6" on centers. A total of 12 such supports are installed on each side of the 52' x 14' home. In addition to the supports, four seismic Lie -downs have been installed on each side of the home. The tie -downs are anchored in 10" diameter foam -filled holes, drilled to a depth of 24". We have discussed the installation described above with a technical representative from Skyliner Mobile Homes. During this discussion, the manufacturer's representative stated the frame could tolerate 2" of deflection measured from the center to the ends without damage. Using this criteria, it is my judgement no structural damage will occur to this mobile home as a result of differential soil expansion and/or contraction. Since the seismic tie -downs are anchored in the top 24" of soil, it is further my judgement that opposing stresses will be minimal during periods of soil expansion. This judgement is based on knowledge that most soil expansion occurs in the upper 48" of depth, where variations in moisture content are greatest. Consequently, a significant proportion of any soil expansion which occurs at this site will be experienced simultaneously by both the supporting timber pads and the tie -down anchors. (916) 891-6625 P. 2 Aug.27 '96 7:42 KONICA FAX 720 P. 3 Adobe clay soil found in the Richvale area is a Class 5 soil, as defined in Table 29-B of the Uniform Building Code, and'should not be loaded in excess of 1000 psf. We do not have enough information to calculate the actual loading which will be imposed on the bearing soil. However, simple calculations indicate the allowable soil bearing pressure will not be exceeded unless the mobile home weighs in excess of 60,000 lbs. Although it is my professional judgement the installation as described herein is sound from an engineering point of view, some minor difficulties may be experienced over a period of time and during winter months. These difficulties may take the form of binding windows or doors and floors which are not truly level. It is my understanding these problems are not uncommon in mobile home installations and can be corrected with simple adjustments. Please call if you have questions or concerns regarding this analysis. We will be happy to discuss this matter further with you. Very truly yours, APPL ED TESTING CONSULTANTS, INC. J G. Sears, PLe4EL a VAN cc: Mr. Don Dooley, Cousin Gary Mobile Homes Lg �rre�.; l r � . e/ Adobe clay soil found in the Richvale area is a Class 5 soil, as defined in Table 29-B of the Uniform Building Code, and'should not be loaded in excess of 1000 psf. We do not have enough information to calculate the actual loading which will be imposed on the bearing soil. However, simple calculations indicate the allowable soil bearing pressure will not be exceeded unless the mobile home weighs in excess of 60,000 lbs. Although it is my professional judgement the installation as described herein is sound from an engineering point of view, some minor difficulties may be experienced over a period of time and during winter months. These difficulties may take the form of binding windows or doors and floors which are not truly level. It is my understanding these problems are not uncommon in mobile home installations and can be corrected with simple adjustments. Please call if you have questions or concerns regarding this analysis. We will be happy to discuss this matter further with you. Very truly yours, APPL ED TESTING CONSULTANTS, INC. J G. Sears, PLe4EL a VAN cc: Mr. Don Dooley, Cousin Gary Mobile Homes Lg �rre�.; l r � . Au g. 27 196 7:41 KON I CA FAX '4,20' P. 1 — .. .Ate. P1.,�� �----•- -- .... ----- •-----...__..... .. -- -- �.,= TESTING _8,J Itt, CONSUkTANTS Materials Engineering Testing and Inspection Crane Certilicaiton 5050 Cohosset Road Chico, CA 95926 FAX TRANSMITTAL COVER SHEET • G i i .tir FROM: APPLIED TESTING CONSULTANTS TECH: Number of pages including cover: -3 Remarks: 0 Mr IS / FAX # -,5-3,0 — Z /4e V FAX # (916) 891-4243 PH. # (916) 891-6625 -/4430 l5./v. If transmittal is not clear please call (916) 891-6625. In case of transmittal recieved by unauthorized parties, please forward to company and fax # listed above. (916) 891-662S ELECTRIC GAS Support :Struc. Compactio Test Re . Service S ize Other Load Type__ Pipe, Size' .'Length!!_ •YES NO YES NC // LP �/ i��/'G �vt c�ul� And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 96-02,5471 Recorded Official Records County of Butte Candace J. Grubbs Recorder 2:23pm 8 -Jul -96 I Rec Fee 9.00 I COP 1.50 1 Check 10.50 I ' I I PUBL XX 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to berecorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences ' or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary -farm operations. All that real property situate in the County of Butte, State of California,. described as follows: SEE ATTACHED FOR LEGAL DESCRIPTION Date: 7-2-96 PROPERTY OW RS: /.. EZ5 State of California County of BUTTE On 7-2-96 before me, DEE PALMER personally appeared SYLVIA RAMIREZ—SALCIDO personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and' that by his/her/their signature(s) on ttre �i ist>vmcnt, the person(s) or the entity upon behalf of which the person(s) acted. executed the instrument. WITNESS my hand and official seal. .�•• OFFICIAL3EAL 1030754 / o / ✓✓✓v ®EE PALMER NOTARY PUBUC-CALIFORNIA Q Signature / Seal: J e My C OUNTYOFBUTTE Ex'Ires dune 22,19W Q A.P.# r -�`; _ 1 [: ORDER NO. BU -154255--3 DBBCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA,. COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: LOTS 568 AND 569, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "TOWN OF RICHVALE", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 17, 1910, IN BOOK 6 -OF MAPS, AT PAGE(S) 53. RECEIVED MAY 2 9 1996 BY: £0'd Z00'ON Tb:8 96,62 62W PAGE 4 8T02-22S-9T6:�31 311I1 A311UA QIW F==l .) 10'-8'---+-4'-10'-1 10'-3' 14MBBIP 14BBIP 52'-0" 1 5214-2CK-CATH mull or: CH Ium sora 151 CAMID MA311 INOF soxe Sr SHEET OF DRAWING NUMBER 8301/CT 8301-8/CTB »... „!''"^"'"'..� .-...w... a��,..�... r. �,y,!.,t„�"'•.,-..:�1:_.-•..�-l-YrnJw.,F...+�."v,-'.... vti,r-.-�'i....� --.���-'y-./'-'�. ,� ,r �'Y-..,_,y.�..+.�,..ti.- ..• ,_t. Y . 4 �N BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District. g 5 Building Department No. 7. A.P. Number dac7 j 33-00� Jurisdiction: 0 City �ounty Property Owner "J Property Location/Address Cy /2G G%` 91ML,1—;: Subdivison Residential Development Commercial/Industrial EZ No. of Living MHI Units Lot No. 0 Sq. Footage Addition (Group R) 1, 144 SF de►KO Sq, Footage (Including Exterior Ao fed Areas) a Date– (Floor ate (Floor Plans reviewed by School District Personnel) V w District Identifica#ion'No. (�(p { School District certifies that�/�12:j ` /-1 ems. t (Applicant) (Street Number) has complied with the requirements of Resolution No. 0/ by payment of $ 6:t._ representing square feet. As 2926 $ FULL MITIGATION $ r _C41—District_C41—Distridf Re resents ' Date Paid by Check # Bank Number Paid by Cash Remarks: 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 mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wkl (11/94)dmm 0 AFTER RECORDING RETURN TO: County of Butte LAND DEVELOPMENT DIVISION 7 County'Center. Drive Oroville, CA 95965 LANDS BEING MERGED: AP NUMBER(S) 96-0355921 Rec Fee 1 Check Recorded I Official Records I County of I Butte I Candace J. Grubbs I Recorder I 10:13am 25 -Sep -96 I PUBL CERTIFICATE OF MERGER SUBDIVISION/PARCEL MAP: BOOK 6 PAGE 53 BLOCK LOT(S) 566, 567 As of the _ lands noted described on day of above are merged to create JExhibit "A" attached hereto. WI L&OWF`ARREL Direc�W of Devel t Services 18.00 18.00 6LDC7 XX 5 , 19 , those one single parcel of land as DATE OWNERS' CONSENT TO MERGER Lantz Steadman, Dana Steadman, Raymond Edward Borges , Linda Jean Borges as owners of all. that real property to be merged, do hereby consent and agree to the merger of such lands into one single parcel as described on Exhibit "A" attached hereto. ALL SIGNATURES MUST BE NOTARIZED: SIGNATURE n"y""J"100aw' " S I GNAT Borges LD 1530 (7/93) v2 /h; Co ATE Da DATE DATE STATE OF o COUNTY OF On 6 - c:;— / — DATE personally appeared before me, L. NAME OF NOTARY PUBLIC NAME (0) OF SIGNERS) personally known to me- OR - Y WITNESS my hand and official seal. SIGNATURE OF NOTARY proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. `L. LEA WAGNERD ^� COMM. # 1072965 '.0 "® NOTARY PUBLIC - CALIFORNIA N '( F COUNTY OF BUTTE W 4" "� My Comm. E*ree Sept. 24, 1999 STATE OF COUNTY OF On /D - before me, DATE - NAME OF NOTARY PUBLIC personally appeared NAME(S) OF SIGNERS) personally known to me- OR - proved to me on the basis of satisfactory evidence to be the �D person(s) whose name(s) is/are ,yam subscribed to the within instrument �U( 1 and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. L. LEA WAGNER COMM. # 1072965 GNATIIRE OF NOTARY tI 'm NOTARY PUBLIC - CALIFORNIA(/) COUNTY OF BUTTE w t My Comm. Expires Sept.24, 1999 STATE OF COUNTY OFf GC,fi On — % before -me, DATE personally appeared NAME OF NOTARY PUBLIC NA14E(S)'OF SIGNERS) personally kno;&` to 'me OR WITNESS my hand and official seal% SIGNATURE OF NOTARY proved to me on the basis of satisfactory evidence to be the ,person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. L. LEA WAGNER COMM. # 1072965 CPNOTARYPUBLIC OMN, - CALIFORNIA(/) COUNTY OF BUTTE W y Comm. E*res Sept. 24, 1999 EXHIBIT "A" Leal Description Merger/Steadman et. al. Lots 566 and 567 as shown on the Town of Richvale Subdivision, filed in the Butte County, California, Recorders office in Book 6 of Maps at Page 53, merged into one parcel. APN 29-133-07 job #96-052(a) LANpSG �5 . �p � G 9q • �G - O;O L�N:�� S ' 6-30416 ,, R. bN*OFC AL�F�P 1--33- ao7 ,va COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 .County Center Drive - Oroville, 'CaIl fornia 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT 70 1� ASSESSOR PARCEL NUMBER 029-133W7 ZONING .,II.f7`l BUILDING PERMIT OWNER SYLVIA I %WM TELEPHONE SQ. FT. OCC. BUILDING VALUATION ' --EST—• OWNER'S MAILING ADDRESS 5269 CHURCH ST RICHVALE CONTRACTOR'S NAME SKYCREST BLDG SYSTEM T 342-2694 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 5W.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 00 ARCHr `CT OR ENkEER, UCENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINGADDRESS 5269 CHURCH ST I RIaNALE PERMITFEE $.35,00 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDNISIONSNAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 t USEOFSTRUCTURE SF El Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets'? 15.00 Building sewer - 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other If Describe Work: _ DEMO 1.144+ Mobile Home S G W @20.00 PERMITFEE s Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service ( E00v OR LESS 200A OR LESS ) 23.00 Main Service (/ 200A TO I000A ) 46.00 " - 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,Businessand Professions CodedH and my license is in full orce and effect. ,+ License Class Lic. No. - A9 54 I •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 wage as their sole compensation, J will do the work, and the structure.is not intended orioffered for sale. 0 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 NEW CONST. DWELLING OCCUR SO: OR ADDNS. ( & ACC. BLDS. ) 3.50 FT: NEW CONST. MULTI -OUTLET ! NON•RESID. �( BRANCH CIRCUITS ) 97.50 .t .(,•?OWER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup. ( OUTLET;OR FIXTURES ) B20 @ I.� FIXED APPWS. OR EX. Occup. (.OUTLETS (RESID.) EA ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc; Wiring - 23.00 " PERMITFEE $ Contractor 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_pe,mit is issued. 10 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 numb r are: Carrier L Irl F / MECHANICAL PERMIT Filing Fee 20.00 g Heating Cooling Hood,,. Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed If t e permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the worked' compensation provisions of section 3700 of the Labor Code, I shall forth th comply with those provisions. X ` _ at Signatur ' of Applicant OwnerContractor ❑ Agent An OSHA permit is required for excavatidns 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 TOTAL FEE $ 35.00 HAZ. 1 D. FEES I IMP I FLOOD I CDF PARCEL PD HO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated indicated above for which fees have been paid. �} By Date �n J5 4 PERMITEXPIRESON (�9 �S1' ! / (Date) Receipt No. 201958 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i COUNTY OF BUTTE- DEPARTMENT OF DEVtLOPMENT SERVICES - BUILDING DIVISI 7 County Center Drive - Oroville, Califdrnia 95965 - Telephone (916) 538-75PERMIT NC, APPLICATION AND PERMIT - ASSESSOR PARCEL NUMBER 029-133-007 ZONING armh BUIL61NGPERMIT OWNER SYLVIA RAMIREZ TELEPHONE SO. FT. OCC. BUILDING VALUATION 500.00 OWNERS MAILING ADDRESS 5269 CHURCH ST RICHVALE CONTRACTORS NAME SKYCREST BLDG SYSTEM TELEPHONE 42 294 CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNIwOWN Total Valuation Is 500,00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 1-5-00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUIL.DINGADDRESS 5269 CHURCH ST PERMITFEE $ 35.00 RICHVALE PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF 8 Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IX Describe Work: DEMO 1.144. Mobile Home I S I GI W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20:07 Main Service aOOV OR LESS ( 2ooA OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 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 orce and effect. License Class / 7 Lic. No. A,954 12 OWNER -BUILDER DECLARATION 1 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DW8. ACC. DWELLING OCCUR OR ADONS. ( ACC. BLDS. ) SO. 3.50 NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (a SINGLE OUTLET CIR. / Ex. Occup. (OUTLET OR FUCTURES ) 20 0 1.00 s<L 5° Ex. Occup. (OUTLEEDTs RESD.)EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. '1 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 numb r are: Carrier L =/%/ (,E MECHANICAL PERMIT Filing Fee 20.CO 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth th comply with those provisions. r X_ __ Signatur of Applicant --15- Owner Contra o ❑ Agent An OSHA permit is required for excavations over deep and demolition or construction/,, of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 35.00 HAZ. I D. FEES I IMP I FLOOD I CDF I PARCEL I PD I HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for w fe have been paid. BY to 1U PERMITEXPIRESON I (Date) Receipt No. 201958 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Demolition- P,ercu,its Asbestos Notification Statement Date (9 _0/?� -76 AP# 00- 1 Pursuant to section 19827.5 of the California Health and Safety Code, all demolition permit applicants are required to fill out this form. "19827.5. A demolition permit shall not be issued by any city, county, city and county, or. state and local agency.which is authorized to -issue demolition permits as to any building or structure except upon the -receipt from the permit applicant of -a copy of each written asbestos notification regarding the building -that has been required to be submitted to the United -States Environmental Protection Agency or.to a designated state agency, or -both;-pursuant to Part 61 of Title 40 of the Code of Federal -Regulations, -or the successor to that part. The permit may be issued without the applicant submitting a.copy of the -written notification if the.applicant.declares that the notification is not applicable to the scheduled demolition project. The permitting agency may require the applicant to make the declaration in writing, or it may incorporate the applicant's response on the demolition permit appli- cation." Attached is a copy of my written asbestos notification to the United States Environmental Protection Agency for the demolition project located at Signature of Applicant 6R I hereby declare that a written asbestos notification to the United States Environmental Protection Agency is not applicable to this demolition project. Signat re of Applicant 2/19/91 +9.:r.-^���.^+-rr �Y-'��-.�:�-a-�.*-o,^�-:.I��t�+�:"a,-1:p::./y�yi.l� i� .;�%'. �, , wF �! V y �^_ , L _ ' �'P` -d�' ��s .i 1' 'rJ..�y art � �•j w,- L�'t��.�., � COUNTY OF BUTTE- APAATMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATiON,AND PERMIT I PE IT 4140. ASSESSOR PARCEL NUMBER 29-133-W3 ZONING BUILDING PERMIT OWNER MARC C. EDWN TELEPHONE 891-3311 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS , 1264 HOWARD DRIVE CM(X- 95926 CONTRA /C TTOO�R''�S NAME V7rif; Ca[� TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER VNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS .I 1 r; Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. I Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 5269 CHURCH STREET RICHVALE 95974 Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF [ Duplex❑ Mobilehome❑ Others SPECIFY L �. Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Iities ® Installation❑ If❑ Describe work: 1FIRE D _ bac• ���,, �_g Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 '.; Main service 600V OR LESS 200A OR LESS 18.50 V •JUI Main service 200ATO1000A1 I NTRACTORS LIC SE LAW + 1 I declare under penalty of p r (che ne . ' )� S ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification i N I, as the owner, or my'employees with wages as their solecompen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) Y ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.e OR ADDNS. (ACC. SLOGS. _37.50 3.64sq.f[. NEW CONSTR MULTI -OUTLET LET NON.RESID BRANCH CIRC ITS @ 5.00 /POWER APPARATUS e) SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES AO 76d Ex. OCCUD. OUTLETS PIRESID )REA.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 • Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling g Hood 6.50 I Ventilation Permit Fee $ L=2ontractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the CountyOt Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in �onseenceof the granting of this permit.X�Date 7 ? Signature of Applicant — Ownejr Contractor ❑ Agent ❑ t;� An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEES 48 SO • HAz 1 DFEES I IMP I FLOOD CD F PARCEL PD HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work Indic ted above Jfr which fees IR CTQWOF PUBLIC By -� PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date O Receipt No. 1093 WHITE-D.P.W., TELLOW- ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT ji . • / i . . . . . . . . �. COUNTY OF BUTTE" �. DEPARTMENT OF PUPLIC WORKS 196 -Memorial Way, Chrco — Phone: 891-2751 7 County'Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE .4 VNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office' when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. (0 1 IA,)I X, fX2:4 t 2,1" bel N Date Inspector" do A, a' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, Callfornla 95965 - Telephone: 916!538-7541 APPLICATION AMPERMIT PEBu11T 9 ���� ASSESSOR PARCEL NUMBER 29-133-003 ZONItt BUILDING PERMIT OWNER VIARC C. EDSON TELEPHONE 891-3311 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1264 HOWARD DRIVE CHICO 95926 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING 5526 ADDRESS CHURCH STREET RICHVALE 95974 Permit tee $ PLUMBING PERMIT Filing Fee 115.00 Each Trap 1 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF © Duplex❑ Mobilehome❑ Other as SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 1C6a Mobile Home S G W 15.00 TYPE OF WORK New❑ Addition❑ Remodel El Utilities[y� Installation❑ Other❑ Describe work: RFPAIRFRE AMAC _ !Fe -g- Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.000 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- VX sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A To 1000AI 37.50 DWELLING OCCUP.&) NEW CONST. ACC. BLDGS. II OR ADDNS. 3.60sq.f t. NEW CONSTR. MULTI -OUTLET NON -R ESID BRANCH CIRC ITS I @ 5.00 /POWER APPARATUS e (SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 20 @ 76ti FIXED APPLNS. OR Ex. Occup. OUTLETS IRESID.1 EA.1 I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 f Permit Fee $ 48.50 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against in conseQuence of the granting of this permit. ? D Date 3 �7 l 2 Signature of Applicant - OWneContractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Ener Inspection Fee $ 9Y P occ CONST TYPE TOTAL FEES 48.50 HAz 1 0FEES I IMP I FLOOD I CDF PARCEL I PD rD I ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indiC d above for which fees I C OF PUBLIC BY -�— PERMIT EXPIRES Date applicable previ- resolutions to do have been paid. WORKS Date �i It.P�. Receipt No. I-098 41 WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT-OF+PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVEti� OROVILLE, CAdlFF-gTIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICWTION' DATA SHEET ��jj��►. _ Permit No. OWNER A. P '-6. Proposed Building Use 4 Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form ........................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (const 'tion pproval r e ricar'to occupancy) Pre-Inspec. re X20. Pre -Inspection for �� wired . • • Building Inspector to (Date) 21. Contractor's license information (No/"Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Lett of signat re authorization ,� X 27. When yo slue tne_ permlT, process as T011ows: – idlai Mail to contractor. Telephone and hold for pickup a . ice. Deliver w/inspector. Other Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 20 Z6 2. Additional items required: Contractor, design owner was advised of above required data by—phone_mail—counter by—k.date Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by Sets of plans on hold in Copy—DPW Date Plans approved by File cabinet AP folder Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California V5965 - Telephone: 916;'538-7541 APPLICATION AND PERMIT PERMIT NO. J �y V a ASSESSOR ARCEL-NUMB �,rG ZONING BUILDING PERMIT OWNER a�u�so /yl C. T7 PHONE /-./l F� SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING DRESS � G lC=d 9S9ZG Vv CONlITFj/r'�T(O�}i'�S TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 52 6 G`i G s7/�e e -f Permit fee $ PLUMBING PERMIT Filing Fee 15.00 /Q f G/7 C G 9 Each Trap 1 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G W @ 15.00 TYPE OF WOR New ❑ Addition ❑ emod IV I litie Install n❑ Other ❑ Describe work: ' Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.03 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): EJI am licensed under provisions of Chapt. 9, Div. 3• of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000A) 37.50 NEW CONST. / DWELLING OCCUP.aI\ 3.64 aq.ft. OR AODNS. \ ACG. BLDGS. // NEW CONSTR ULTI.OUTLET NO N.R ESID BRANCH CIRC ITS @5.00 (POWER APPARATUS e) SINGLE OUTLET cIR. Ex. Occup(OUTLETS OR FIXTURES 20 76d Ex. Occup. ou LETS (PRESTO )KEA.) I 3.001. Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall bg.deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation Pertnit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Si nature of Applicant - Owner g PD ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ Occ CONST TYPE TOTAL FEE $ HAz 1 OFEES I IMP I FLOOD I CDF PARCEL PO HO ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT FYPIRFC r1�•o // Receipt No. `t'� COUNT': OF BUTTE - Deoar tmen c off Pub L is �, o r:cs 7 Councy Cancer Drive, QrovI lle, CA 95967 Phone: 9L6-53g_75"'L - METER -BUILD EQ VERIFICATION attention Property Owner: An "owner -builder" building permit has been applied for in your.name and bearing your signature. Please complete and return this information at your earl -est opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not). ave- signed an aoplicacion for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the: major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Wort. Signed: G r Property Owner Social Security Number Data �iOTL: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. �.1 PRE—INSPECTION OWNER: �i `—C� i� v DATE LOCATION : J 1:�;?1_ 6 / G �K—� S T A.. P. # C j`/ U/f 'L� ZONING n CONTRACTOROZ �:,�� DATE TO INSPECTOR PERMIT HISTORY: NONE Ej AS FOLLOWS TYPE OF OCCUPANCY ------------ FIELD — INFORMATION BUILDING USAGE: y TENNANT: OCCUPIED 40tr=CTRIC HAS GAS HAS SANITATION FACILITIES Q HEATED—COOLED P SON CONTACTED___,.L,4pC. h N OTHER COMMENTS: Qrf �''P' �f� 4.4I I' VI/1 a ACT .ON RECOMMENDED: ' ISSUE HOLD FOR 1i OTHER: SITE PLAN .......... 7 ............ ...... 7 ............ ...... 7 ------------ ...... 7 -------------------------- v ------------------------ ------------- - -7 ------------ 7 ------------- ----------------- -------- I ------------ ---------- 7- -------- ....... ......... ------ ............ ................ ............. .......... ....... ........................................ ...... ............ ............. ............. . . . . . . . . . . . ..... . ............ ..... ...... ...... ..... ..... . ..... ...... ------- .................... ...... ...... ...... ....................................... ...... ................... ................. ........ . . ... ... ............. ................. ............. ................... ...... ...... ..... ...... ...... ------ ------ ............ ................... ...... . ........... .... ..... ...... ...... : ........................ . ----- ................... ............ ....... ................... ................. . ............. ...... ............. .............. ...... ............ ................... ............. .... ...... ..... ...... ........ ....... ...... ...... . ..... ...... ...... .... . : ..... ............. .......................... ...... ............. ...... .... ....... ...... . .......... ...... ...... ...... ........ ...... .................. ..... .............. ..... ...... ...... z ...... ...... ............ . ..... ............. ................................. ............. .................... ................... .................... ....... d . ............. . .... ; ...... ...... ...... ...... .............. ..... ................... ... ......... ............ . . ..... ..................... ............. ...... .................... .... ............ .................... .. ..... ...... ............. .................. ...... .............. ------ ...................................... .... ..... . .......... � ............. ..... z ----- ...... ...... ...... z .... ...... ..... z ...... ...... ..... ...... ...... ............. -- --- ------ ...... ... ...... ...... ...... z ...... ...... ...... ...... ....... ............ ...... ...... ..... --- ....... ...... ...... .................... ............ .................... ..................... ...... ...... ...... .... ..... ....... .................... . ................. ...... ........... ...... ...... ....................... ..................... ................... ....... . ........ ... ..... ... . ... ...... ....... ... ... . ....... ................ ...... ...... ...... ............. ................... ...... ...... ...... ...... ...... ........... : ....... 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Zpf . . . . . . . . . . ..... . z ............... ...... ................... 7 .......... ...... ............ ...... 7 ............. .................. ------ ............. ...... ................... .................. ............... .......... .......... ------ ...... ...... OMAN . ...... ..... ....... ....... ..... ..................... ............. .............. .................... ............ ................... .................... ..................... ...... ............ i .......................... : ........... ..................... .................... ....... ............. ...... ............. ...... ...... ................... .... ...... ...... ..... .............. ................... ...... ...... ...... ...... ............. ...... ...... ............. ...... ...... ...... ............. ....... ....... ..................... ...... ............ ............ ...... ..... ...... ...... ............. ...... ...... ...... ............. 7 ...... ..... ...... ...... ..... ....... ..... ...... ...... ............. ...... ...... ..... ...... ...... ...... ...... 7 ............ ...... f.... ..... . ............. ............ ...... ...... ...... ...... ..... ...... ............... ...... ............. ....... ...... ...... ...... ...... ....... ...... ........... ...... ................... ........... ...... ...... ........ ...... : ...... ...... : ...... ..... .... ............. ............. . . . . t ............ ............ ...... ............. ............. ..... .... . .... ...... ...... ...... ...... ..... .............. ..... ...... ...... .... ...... ...... ...... ..... ! .. lu .................. ...... ... ............ ..... ...... ...... ..... ...... ...... ..... ............. ..... ............. ...... * ...... ........... ...... ...... ............ ...... .... ...... * ....... r ............ ...... ...... ........... ........................... ..... . ...................... ..... ...... ............. .......................................... .................... ....... . ....... ...... ...... ...... ...... ............. ............ ............ ................... ................... ............. . ...... ...... .... : ........... ....... ....... ................ ..... ...... ................ .................................................................................................................................................................. . ...................................... ..... ..... ....................................................................... ......................................................................... ...... : ................... Assessor's Parcel Number ---', r Owner Name 1*11, 119 Y/ Address / Phone No. Site Location -512 6 Contact Name -00/ Fr-4-1 ro-1 - =-? 4 .1 0110(1 Lzi F11 - IM2J Scale: 1" n-102, i - . I- — _ 1-0 Is Phone - Y3d 3 OMW242ft FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00r PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES. Y aF't uratrY F7 o o OPT VMkiY M DIN Itr OPT DBI IQIL UV 3S-2" -rT 37f OP7 VEST q.T2(f r5-4'-1 r � (iii i$ SNONER OTT RiC ENE 355 It3'-4' eviewed And Iswed VOL 1 1 10/1812004 SECDAM 51 Pv.S-14tl 30CENTERLINE SUPPORT REQUIREMENTS z o — - s KS SHEET IS TO BE JOSERTED V41H SUPPLEMENT TO FIELD INSTALLATION MANUAL FOP, 30# ROOF ZONE SNOW LOAD. SEE MOVE PRAT FOR LOAD REQUIREMENTS AND LOCATIONS. 30# Roor IDESCRIEMN air ; M LOAD 5728-XK-28-CATH DRAWN BY : VAN j DATE: 10/15",2004 r ORA15w, nula£R 7:02 -CI E -Varies Max, Bind Ftanq, Chassis I Bion+ Z- d As Shown nstruct 18" x 24.t in:i Typical 1" c� ' Crawlhole Within 20- Of + ! Set I/x114 x 10� A . at i MI s - Floor Materro, Rrtn Joist ', 111 Plumbifi C.O. � A •• • 6'-0"o;.c. imax.} t � 1040. Boom 800(sts 1.000ttOn May Var� _ �-..•�ww ww.w.w.rw -►r �w....�rr.....w L_w.. ..w.w'w.r.t�..... r.. _ w_ww.rjw.w..-•....ww.w ... •..�.... .r ..-.r. •.:• ....r...rwr•�rww-w..++.rr �wr.ri w. w�..ww�w.. w._�w-.+.� Y_ a r _.- _ sur _..w r -_ - -....r r.. r -..r- -� _ w w'•.. r ,-. _ r r.. -rr..r w a.r, «r .rr r -_'w •.i. -r._.rw w ..+. w..•.'•.+. «" i This Connection Is Rtgalted ter • FHA Approved Foundations. « > • 1 1 "� e lod's aX41ak'.•Noll ,' elm Toer/le a t / "t Metol Plot noted ti t •�-�--•"- 1 1 COtlfltatlOR .......... Min. OCOr•it0� ( film #t w/tedtl6O.C. j i t to flan dq�st w/ ' wo I t AL . 79' DIA x V' SiatsMtn � ted Otto ac. ,1 a ��xd'A.ri i i_i � ` I DEEi:P CONC FTGS. 18 Min. DETAIL i a N t (0 GA. !tend and labeled >t u •(AN.i/4 Drifts pial i !,._ I 1 SEE DETAIL Metal Pler Roted 3/8"�XS"A.B. t2°Mia •g _ s' mom 44 Min. of 400 " .-.d► A i 1 MOD LE FOOTING { (Alt.! 4 Orlve Pin) n.ts' � . f «� ... . t, : s� , r • � • : •• •'••`• , i Distance 6 Distanod d Oistonoe - 4 Distonae 3 Distance 2 Distaflice i t -- { E�-•--,� . A , � - WIClTH SPACING � .3. •• � •'1.. ••' . r �. , -- B (c} (B} (1 ` _ _ 1 12' •-10" 6' - 0" g •� t► '. i'. r = s ••� •': t�; w ` _ roi .0 , .r!' :o+t�r-- • + • p Pawtd >" Plebe tare F t2.. ... _ Conn. : t'; ti..t»:•t;.r..•r,. #4+s< When 6"Dee 1 ••yorta.3es Chart L..J t 13' • 0" 5' - 0" � �'•} . � ' ' • Fte :1•' � • • ••. ••• • . �' ' Continuous Footing � ._......_ ,�_...._.... �� • ' . « 1 " . n TSP, . e . • Is Used i 14 -10 5 - 0 ;t or 3 Piers w/sxs Otptgdin90n Lead Nater E Supootts Mel Revs to Hove t,= 1301 Ridgy Bemis 1. 15' �-10" 4' - 6" le sq. -see Chari 20" sq, , . . o ., El ISupper. tot- i 0 a"m. . j See Chart i, • :� Ait. i2 Wide x46" Alf. 12" Wie Round' 6t` 10 r I t ep Continuous Deep Continuous ora11N w/Chose s (Parallel w/Cho:is use of 3t6 ora X -Scam) w/2- 4+s S -Boom) w/2-41468 N C I ` i L' i • ALT. CHASSIS AND RIDGE - BEAM SUPPORTS SECTION D-�D . MULTIPLE RIDGE BEAM SUPPORTS - o Dieton�ee 12� Di$woo+ -Distance 10. Distance 8 Distance 8 Cist+strCs T i 1 Hitch %%(� 11j. i ..._. 1 i ` 1 { { } { } r-� i • } Existing Ettt.Sidtng N11912. MoNo Flo .lolof �. « 1 t• I """"'"^-» floor 401st AS Endwall Anchor Bolts: 6d of a ac. • " Floor Mogi. fidwall Anchor 1101! Chart ) See E Trim '-""�'--- Rides: Seem ='" === y For Number Of Bolts Req'd. Alt: 7/ie min.) -__-_ _ -�--�» __._ _.�.....-- Wa ed at sloe. k' P.T. Supports Along End ll 2x4 Bl g►(When Neoessary� 11 . SM ChOrt " i Feld intall 7118" (Min.) --..�� Nail to Rim 441st w/16d of 16 0A Ply'v/d. 6 min iGd's �_ IG" ••a• 1 • Hardboard or (ierdtpennoi. . > i i Perimeter Of �� t opt. 318" (MM.) APA Rated ::x4'rop Plate Nott to,8)k g. or • ------ 1. Double Wide i C t C✓ Plywd. sheattr ne Rim Jotst w/16d of is o c. Ods (Gatv.) 01r O.C.'"""""` 2 x 4 Pressure Treated Foundation Grade l t ! 1 leal w18d•tz e" O.C. Edges polytwWi-2x4•: of to o c. 8d's {Gate.) ®8" O.C. • Lumber, 0.10 i1 * (See Press.Treated Lumber Notes} t { j ! & 1x" O.C. Reid 816"o x 10" A.B. et V . 0" O.C. n i i . 518"0 x 10 A.B. & } wIa xZ"x3116 wn:fter (Studs 16 0.0. 1 i ; I • 1 ed of 6"o•C. 2x4 AT. 1i. 2"x 2"x 3116" Washer t 1 i B cal Chassis Su orts- 1� t � �.•---- Cono.stamWaif o t.HcB .. " ... 1 F tion -.Ready. Unit:� PP 1 { i 1 see .Details' tI' yo Must Naft_ Pers Placid � I I ot`et: _ v n" ,K.. ;, •. a coat Within 2.0 Of Cul a Off 81m. of EKislinj Stdinp and lnstoll Z Bar or Wood an Is 11 1 i Trim. Readl w/sd of 4 Opt ate UNLESS $IDiN01S HELD BACK (SeeCoastal Nota N6) .2 IJ l .fit Vent •� .�...... •r w w +�.w ir.�.w...�i+.:r.r-.rwr �w w �r.r•w►,;i�' w, wr"r..r. r.. r r r.► r.�.._r• Mr •r -r.w �r.w r. w..w'�rn wwwr -r -rwr w..+- _.... �_ .w ............... _ w..i • , Placement •.. gat Corner:- STANDARD OPTION BACKFILL OPTION .w��..w_w� wwr.rw ��w..r..w.«...r...ww.ww`...�w�r.w.r►•..w.:......w�....,........... �.�.....,.»:.�_..:,��......�..::q.......w._..._:......w �..r �. ... __... ,....... .......4..�...! °Typical Eetdwaii Anchor Botts= :`/•�1 3idowaij Anchor. Bolts: -----�Pravide Ventilation Of Varies . f See EndwoH Anchor 8011 Set VS x 10 A.B. at vert.: t $q. Ft. Per Each 130 S I D E WA L L. LO S U R E OPTIONS Chart For Number Of Bolts (O�fset May, 411 ay Nat 6`-0 :oa. (max:} Sq. Ft. Of Underfloor (4 (feet May Or May Not Req'd. Along Eadwali Occur. Depeodins On Model) occur Depending On Modell Area •n.t.s. Th., Foundation Pian IS For Ai IF tIZONTAL LAP SIDING IS To ss INSTALLED ON THE F10MATION ... 8u. APA Floor Mori. d!•s ttl'•r. WOOD PONY.. WALL Extillne Bret or q F'AAMINGr AN tINDL(R4AYMFAiT 0>P MINIMUM 3/ e t stdln-.,...,....,,, floor Joh1 o!uble 1Nide [] T1'f X18 Wife ':S�SATS=G* ? /o. tacPosc>Re �:, sitAALL FI> sT BE n�tsTALLSD A.;� AS SWW s.• f• to Aft. iii - U _'AN f 0 .PLA T P R00 .rad.R.edr Afi10AILS ..... t N : Sly, ALL - 1EMETE chola tmilii o Y WALL. TH INTI a edralis"o.& AT ALL WftHOMES OVER ,T. • a r- ING SHALL 88 INS LD �! RE El ..:. FCE1RitDATIGIN _ _ Feld Intan 7116" 1+1..$... (Nsn. IN S o kTCtTH, SHEATH Wax. i HaMboaN or NarApa mei, t a! s top P1oN�Noltw/16d o1 f6 OX. s stiff,! fi/!� d% i Opt. are thld ) P rq�woN tri of 16 0 n. APA Rated t o s•• "oG WS>�DB FAO,g OF STUDS OR ' sd•. �.i � a? cc • End Walt Anchor Bolts far'lAlt koatlt n9 NQ Ply wd. Sheaddng t ! t s e Bt: Set Plots "ERLA*i TELE BXTF1iiOR SWO x 10- As. e 2 x 4 Pressure Treated Foundation Ord. U1101110 Q4011* PRESSURE TREATED ' so MPH EXP. C and Roof :Sao rvigads Nae urea•: o ¢" O.C. Edges'"• Oess. sea► woly All. me.e. rs x'x 2"x 3118" Wa hs : e nd n S pport Locations Obtain d From , o •,.,. (See Prea*.Tlbated Lumbar I�tMas}(Studs of i8 0.0.) &_ 12 Y suds R•bor CoMt.(When N.0 S. LUMBER NOTES Less Than as PSF Ridge Beam Loads A Dista ces To a Ara a c. ReidMA M -.,- •s' HARDBOAt sIDnvc� WITH sea Endwan .. kart. Ida i x 10 A.B. & 1e Nudt A RATBLj 3HEATHIN02 ' 0, An 12t f : z »i;, f,( �f. '!' 'Manufactured Home Spon. C shot Boh ' Length.: No..of �/8" diem: x 10":A.B. x aIle washer.. •. e � 1, NAL W/ 6d ®4" O.C. chart For y Where lumber Is Cut after treatment, .the out of Home W/2"- x 2".x3116„Wa her " surface shall be brush -coated with not` toe: than 3 percent solution of the same preserv- 40 6. ative used -in the original trsatflt(ent• or .shell be50 7.: field treated In conformance with A�IVPA standard - 60 9 14.80 using a !i% solution of pgntochtorophengt, 70 Copper naphthenote eontatnit►p oi;rrtin. of : 0 2% 80 12: copper metal, a 3% solution of GACA, CCA types A, 8 or Cl or a 5% solution of FCAP or ACC; or creosote In eonformant a with AWPA " Mex. spacing! of Anchor Softie... to o c. standard M4-80 paragraph 1.511. End Wall Anchor Bolts for Roof Snowioods Over 3t PSF and to 80 PS'F Max - Fasteners shall be stainless staei or hot -dipped galvanized. Hot - dipped zinc- aWted nails shall be coated after manufacture to -their final form, including pointing, heading, thr4ading or twisting, as applicable. Elect*olvanized or mechanically plated nails or staples, and hot - dipped zinc - coated staples shelf not be permitted. Staples, where permitted under this report, *hail be stainless steel typos 304 Length No. of 518 diamx 10" A.B. of Home W12" z 2" x3116"_WBsher " 40 �:.. . 50 G 60 70 80 RIDGE BEAM SUPPORT FOOTING SiZE LOAD ooling ase •for tel! W.F. = 1000 1500 3 000 20" x 24'.' le'x24" 4000 2,47"J" ". IWIX 3,000. 24'x 32'!20 x-24 6 000 24 x36 24 s .' j7j000 28 .. x 36 24 2 . 8 000. 32"x 36 24 x32. 0s000 36 .s • 24!'y.361 10,000 36•x40 28 x36 11,000 36144" •30 x36 12 00 36 x48 32 x36 . Sae Anohor'Bott Chart s'• d �1'i'ACTS. AI ..' ' • For Na of Bolts : • AT A, L CO NtmlbarBdNi' RRGGeq'd. . •r I Rsquiad sasts�:. d •s Rsbor Vett.N 48"O.C.tWhsnxc.e. 't Cot it" off !!attain of r�� s Robot OWL is ussdt Eslot. Siding Ast %fall I Bar ,trr weed T inak� Ronen wt'ed of 4 O.C. ISN Noiessl TAWRVFOUNDATION*REAM -OPTION BACKFILL FOUNDATION -READY OPTION • Floor Mott. Lsptin' EaUtbr Blaine --,-......,., Floor Joisl B,!•y E (r'os.� ---- SN N 1 9iis nm--�-�..� .� iIV ed of s"OA �..---'- _ . elk's• of 1,6�O.C- Arlosh to rand Alt. -A6' or • ' Dist. 6. Dist. S fi Dis. 4' O`i`s�t`.3' Dist. 2 Oi'a't`,1� 8 of leo c. M..nb.r ,.lY a ro 8.rs. AT �, WOD HOMBS OVER (min.1 6 min• p,,i 1 ' 1 Faid rman 7118" (Mina 50 FEET IN i griOM SHEATH _ P. T. .----•••� a a:r_ a F,cs�c a v rttrl>:rp F i; D C i�{ A HaidboW of 11"Panne4 is 6 Top Plots Attach 612% 10 &T Pi fwd. - b1� f0 d•S4. 9 r; Ii. _ opt are- tAMna APA Rated Ponlrou-2s s•s of 16 ac. INS] E FACE OF STUDS OK y Z+�1''xt • �•,lryuy),*1e .. fi�osftl! fOf iL W err PWwd. Sheatldng t s s At Sen Plots UMERLA)rTHE EXTERIOR e.1=s tfc•V-) a 24 as• Nan w1swe 0'r 0.0. Edges. Cont: 8tero Wolt, Atl. KC a HAIi bBOA� SIDING WITH 3/8" s tl„otkt„ 2 x 4 Pressure Treated Foundation Ord. Lumber, 0,600 lit Hitch �' & :+?'. 0•c• ! --�- -�---r 10 •¢ `44 Robot Coh•6(Wh.n KGn = See Press Troated Lumber Notea)(Studs of 16 ae.1 bast: t2 Ois 11 Oi*t 10 �_Oist�. 9 Dist 8 Oist. 7 End StS•� x 10� A•B. & a is used) �'A �T$C si1EATHINti 2410+ soot r�alf�tt. . '-- �,... .. + .'_'" F' i _ •�"'"u .� ' 2•x 2•x ares• w�l...a . _ EXP � 1. NAI). W16d 0 4" O C. srfe�..i°it ,o+ t�. • • a, -n -I dd .nt. and 316 as defined by the AgS1 -Olmw ltcation.- - •_••-• - .....". a.� • ; . - /°►1 L VNN•lAt�:1;l. „vq r "� '" ,P - 1 • Max. Spacing of Anchor Softs is V 4" O.C. - .. Raq d. For No. Of Baits ! + 1 pa 4 f&e n HOMES OVER 60" IN LENGTH WITH A ROOF NO iw� a N. 1kL>°'w4e�'� co! t on bottom of C:Isf. SNOW. LOADING OVER 35-P `' EQUM stain9 And install a Bata wood T14 s Rebar cont. 3 x 4 or 3 a b P.T. SILL PLATES; 8141 r/ed 41 s"O.c. (Set Notion • STANDARD NON FOUNDATION -READY OPTION BACKFILL .NON FOUNDATION READY OPTION _. . • .... SECTION C - C (�NDWALL CLOSURE OPTIONS) 1ExkWlg Extrior siding • Fleldlu;d16ar See ' Ctosttri .. i Dot to GENERAL ENGINEER Y STATE APPROVAL.e r ( min. i spa Not. BNow " fnM. NoTEs matdt Exlerla stain* .. », f See sidevralt Closure �ESS1Q • tax elk'gr ■�»•�---"----�----- l THIS FOUNDATION PLAN iS DESlGNEO TO BE USED 1f Oetait ...•Wedges For Leveling -Tye •Ttr~i9ar ilei 21« min. •' ''• , 4 Cont. " N >, � WITH MFG'D. HQMEt �nPeO++ �. metal Piet) -'rye. FOUNDATION SXSTBM B x11 Nle. HJM. Alf. " MAKE** at Each Anchor troll Z 48 tnax. �.. • • 6"» '°'t X 10" A.D dI ?2" n a 18" 36 """"" _----• ° t''t tUllttTFAC14iRB0 AOMBIMOBILB ROMA Location *4 Vere. of 9S"oR.- Ir3til its .R7: Woad Pad 0.40 &AO&WD AOT RT. Pod:tAlh Erg. Pod) min, moll. MODELI N41L W14.104 AT SILL w/6 Osep Cravat{QrovH tiiay 9e omttled ru�TSnrfne-f9anT •• sy' nom, whoa (txjetr sen is Frye Oroining As Conoren 2. DESIGN LOADSI - 0, 1g' g �` 't; 86ALTHANOSAraTY ��>mCi�ttitssf Detumined tAoal 81d'g, orttota�) ROOF LIVE OAD;•D P.&(t RIM Jtt18T . ' �w. •• •• {ALTERNATE TO WOOD 100: Abetao � • ' 'alt: • �•�• �� ; t. • • FLOOR LIVE LOAC�, P.S.F ,. « g '• '' Beeritp Pad, No Brawl itputred•-See t -t-••* . ; Ex f $tm1BCr70ColuteGT OIGNOW •' 6" aN. :.. .as`: . OetoN Thts 8Meti�' =•` •:.►«.::: :�.... WIND LOAD! P.B.F. NOT& l3oitomOtExlsd Stftd e4 Rebar cow. '-'�" .•'� SEISMtC ZONla d'�� �°I1i0 ®��® APPROiVALD0139MYAt178oRMOSA4pROVEAW - » �• 4 Cont. - & a 12" 44's When 6"Oeep Contttnfow , 3. THIS FOUNDATION ISI FOR PLACING MFG'!. HOMES CF C��� - ofa[ SIOMOltDEM7I011PROMReQv�Of .:•:.. :•. • 4 Rebu Vort. a! �i8 q�.01F Rowel footing h Used CONSTRUCTED �tt/ L(MOTUDiNAL OR CROSS JOISTS. R.• insta8'Z tsar a Rettait Vtl/dd's at g'! O.t: '(S�' O.C.(Req'd.Onl>r wNN.C.B. N•�= x�aep Cona.ftg. a. T. Arr�ICAtaLsar�wecfuraxro�t ALL, CONCRETfr SHALL HAVE A COMPRESSIVE • - 8tetnrlatt) The FaetGlgt Shown An Options, tAIL10'Wldo fDeep STRENGTH OF 000 RS.l 1N 28 tN►YS. >�pat�eesRet s.adt7oem grfSwd p mw ;wy:'y Each 'type Is AocoMoLia. ccwa/ann2-+►a't STEEL PIER CONCRET9 BLOCK .. _:; ; 5. THIS FOUNDATION PLAN is DESIGNED TO BE AtNDslr CONSTRUCTED ON A FAIRLY LEVEL SiTE WiTH NO >tY r D :xtsTtNG soilPROBLEMS.ALT. SECONA-A & C -C TYPICAL APPLICATIONS A_A SECTION B_B aAsta _ wri 6. MFWD. HOME MAY 86 SHIPPED FROM THE FACTORY �tpta,A a o is R,fe, a t. STATE APPROVER (APPROVAi. SPA 250-1) WITH SIDING CUT RACK a AND E BAR INSTALLED, ABESCOBEARING PAD r FOUNDATION CONTRACTOR SHALL VERIFY ALL L & DIMENSIONS BEFORE CONSTRUCTING FOUNDATION. • i. 1REV13lONs•., !!Y 3 -1 t IiRRW-t- iL0• d. amu. (u• oFn • w. Ci h- blira0 i •Ptv C� E - e1 0 ONO".. � 0 MM • � o a Sae Anohor'Bott Chart s'• d �1'i'ACTS. AI ..' ' • For Na of Bolts : • AT A, L CO NtmlbarBdNi' RRGGeq'd. . •r I Rsquiad sasts�:. d •s Rsbor Vett.N 48"O.C.tWhsnxc.e. 't Cot it" off !!attain of r�� s Robot OWL is ussdt Eslot. Siding Ast %fall I Bar ,trr weed T inak� Ronen wt'ed of 4 O.C. ISN Noiessl TAWRVFOUNDATION*REAM -OPTION BACKFILL FOUNDATION -READY OPTION • Floor Mott. Lsptin' EaUtbr Blaine --,-......,., Floor Joisl B,!•y E (r'os.� ---- SN N 1 9iis nm--�-�..� .� iIV ed of s"OA �..---'- _ . elk's• of 1,6�O.C- Arlosh to rand Alt. -A6' or • ' Dist. 6. Dist. S fi Dis. 4' O`i`s�t`.3' Dist. 2 Oi'a't`,1� 8 of leo c. M..nb.r ,.lY a ro 8.rs. AT �, WOD HOMBS OVER (min.1 6 min• p,,i 1 ' 1 Faid rman 7118" (Mina 50 FEET IN i griOM SHEATH _ P. T. .----•••� a a:r_ a F,cs�c a v rttrl>:rp F i; D C i�{ A HaidboW of 11"Panne4 is 6 Top Plots Attach 612% 10 &T Pi fwd. - b1� f0 d•S4. 9 r; Ii. _ opt are- tAMna APA Rated Ponlrou-2s s•s of 16 ac. INS] E FACE OF STUDS OK y Z+�1''xt • �•,lryuy),*1e .. fi�osftl! fOf iL W err PWwd. Sheatldng t s s At Sen Plots UMERLA)rTHE EXTERIOR e.1=s tfc•V-) a 24 as• Nan w1swe 0'r 0.0. Edges. Cont: 8tero Wolt, Atl. KC a HAIi bBOA� SIDING WITH 3/8" s tl„otkt„ 2 x 4 Pressure Treated Foundation Ord. Lumber, 0,600 lit Hitch �' & :+?'. 0•c• ! --�- -�---r 10 •¢ `44 Robot Coh•6(Wh.n KGn = See Press Troated Lumber Notea)(Studs of 16 ae.1 bast: t2 Ois 11 Oi*t 10 �_Oist�. 9 Dist 8 Oist. 7 End StS•� x 10� A•B. & a is used) �'A �T$C si1EATHINti 2410+ soot r�alf�tt. . '-- �,... .. + .'_'" F' i _ •�"'"u .� ' 2•x 2•x ares• w�l...a . _ EXP � 1. NAI). W16d 0 4" O C. srfe�..i°it ,o+ t�. • • a, -n -I dd .nt. and 316 as defined by the AgS1 -Olmw ltcation.- - •_••-• - .....". a.� • ; . - /°►1 L VNN•lAt�:1;l. „vq r "� '" ,P - 1 • Max. Spacing of Anchor Softs is V 4" O.C. - .. Raq d. For No. Of Baits ! + 1 pa 4 f&e n HOMES OVER 60" IN LENGTH WITH A ROOF NO iw� a N. 1kL>°'w4e�'� co! t on bottom of C:Isf. SNOW. LOADING OVER 35-P `' EQUM stain9 And install a Bata wood T14 s Rebar cont. 3 x 4 or 3 a b P.T. SILL PLATES; 8141 r/ed 41 s"O.c. (Set Notion • STANDARD NON FOUNDATION -READY OPTION BACKFILL .NON FOUNDATION READY OPTION _. . • .... SECTION C - C (�NDWALL CLOSURE OPTIONS) 1ExkWlg Extrior siding • Fleldlu;d16ar See ' Ctosttri .. i Dot to GENERAL ENGINEER Y STATE APPROVAL.e r ( min. i spa Not. BNow " fnM. NoTEs matdt Exlerla stain* .. », f See sidevralt Closure �ESS1Q • tax elk'gr ■�»•�---"----�----- l THIS FOUNDATION PLAN iS DESlGNEO TO BE USED 1f Oetait ...•Wedges For Leveling -Tye •Ttr~i9ar ilei 21« min. •' ''• , 4 Cont. " N >, � WITH MFG'D. HQMEt �nPeO++ �. metal Piet) -'rye. FOUNDATION SXSTBM B x11 Nle. HJM. Alf. " MAKE** at Each Anchor troll Z 48 tnax. �.. • • 6"» '°'t X 10" A.D dI ?2" n a 18" 36 """"" _----• ° t''t tUllttTFAC14iRB0 AOMBIMOBILB ROMA Location *4 Vere. of 9S"oR.- Ir3til its .R7: Woad Pad 0.40 &AO&WD AOT RT. Pod:tAlh Erg. Pod) min, moll. MODELI N41L W14.104 AT SILL w/6 Osep Cravat{QrovH tiiay 9e omttled ru�TSnrfne-f9anT •• sy' nom, whoa (txjetr sen is Frye Oroining As Conoren 2. DESIGN LOADSI - 0, 1g' g �` 't; 86ALTHANOSAraTY ��>mCi�ttitssf Detumined tAoal 81d'g, orttota�) ROOF LIVE OAD;•D P.&(t RIM Jtt18T . ' �w. •• •• {ALTERNATE TO WOOD 100: Abetao � • ' 'alt: • �•�• �� ; t. • • FLOOR LIVE LOAC�, P.S.F ,. « g '• '' Beeritp Pad, No Brawl itputred•-See t -t-••* . ; Ex f $tm1BCr70ColuteGT OIGNOW •' 6" aN. :.. .as`: . OetoN Thts 8Meti�' =•` •:.►«.::: :�.... WIND LOAD! P.B.F. NOT& l3oitomOtExlsd Stftd e4 Rebar cow. '-'�" .•'� SEISMtC ZONla d'�� �°I1i0 ®��® APPROiVALD0139MYAt178oRMOSA4pROVEAW - » �• 4 Cont. - & a 12" 44's When 6"Oeep Contttnfow , 3. THIS FOUNDATION ISI FOR PLACING MFG'!. HOMES CF C��� - ofa[ SIOMOltDEM7I011PROMReQv�Of .:•:.. :•. • 4 Rebu Vort. a! �i8 q�.01F Rowel footing h Used CONSTRUCTED �tt/ L(MOTUDiNAL OR CROSS JOISTS. R.• insta8'Z tsar a Rettait Vtl/dd's at g'! O.t: '(S�' O.C.(Req'd.Onl>r wNN.C.B. N•�= x�aep Cona.ftg. a. T. Arr�ICAtaLsar�wecfuraxro�t ALL, CONCRETfr SHALL HAVE A COMPRESSIVE • - 8tetnrlatt) The FaetGlgt Shown An Options, tAIL10'Wldo fDeep STRENGTH OF 000 RS.l 1N 28 tN►YS. >�pat�eesRet s.adt7oem grfSwd p mw ;wy:'y Each 'type Is AocoMoLia. ccwa/ann2-+►a't STEEL PIER CONCRET9 BLOCK .. _:; ; 5. THIS FOUNDATION PLAN is DESIGNED TO BE AtNDslr CONSTRUCTED ON A FAIRLY LEVEL SiTE WiTH NO >tY r D :xtsTtNG soilPROBLEMS.ALT. SECONA-A & C -C TYPICAL APPLICATIONS A_A SECTION B_B aAsta _ wri 6. MFWD. HOME MAY 86 SHIPPED FROM THE FACTORY �tpta,A a o is R,fe, a t. STATE APPROVER (APPROVAi. SPA 250-1) WITH SIDING CUT RACK a AND E BAR INSTALLED, ABESCOBEARING PAD r FOUNDATION CONTRACTOR SHALL VERIFY ALL L & DIMENSIONS BEFORE CONSTRUCTING FOUNDATION. • i. 1REV13lONs•., !!Y 3 -1 t IiRRW-t- iL0• d. amu. (u• oFn • w. Ci h- blira0 i •Ptv C� W ass O�i� Z e ter � Z H � seed � v IMPOSE u.. CA W au DRAWN •Q. . E 3-8-s4 SLE .none- -.0 G DE OR $Hmffs N j • w. Ci C� E - e1 0 ONO".. � 0 o a .011e... 2 • M <C �0 4- a W c� o �--• •� LL 00) It It - cis DRAWN •Q. . E 3-8-s4 SLE .none- -.0 G DE OR $Hmffs