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047-220-093
': ..,4.ia.�}f+n �� m 4 ..er wF''1 •� ;„;�� �i $ e �_q � e�❑ { t:,” '. .. . , ,tiV a`'�t i .:. R i•' rpt„ yr 4' t +,a,.;r r.,� s 6+� r C �� ' ���f� 7 * 3 Ii , - 4 .` �` A FOUNrDATION SYSTEW ' F CERTIFICATEY®F.'.00C:UPANCYr BUILDING PERMIT NUMBER: 04-3218 Address or location of unit: 4218 LEFTOUT LN CHICO CA Legal Description of Real Property: 047-220-093 SEE ATTACHED (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: SUSAN L. PLATT Owner's address: 4218 LEFTOUT LN CHICO CA 95973 INSIGNIA OR HUD NUMBER: ULI 541503/4/5 SERIAL NUMBER OR V.I.N.: D3-70-0363-R-A/B/C ` MANUFACTURER'S NAME: SKYLINE HOMES INC. YEAR: 2002 OFFICIAL APPROVING INSTALLATION: DATE: PHONE: (530) 538-7541 H.C.D. 513 t�I OFHOG �. _... __ � �� •�••• ..—_, BUSINESS, TRANSPORTATION AND HOUSING AGENCY 4" _ccPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT ..NUMBER....,_...__.___..._.. 14 '' t DIVISION OF CODES AND STANDARDS .-MANUFACTURED HOUSING PROGRAM MANUFACTURER CERTIFICATE OF ORIGIN.—- _DT d. CHECK_IF THIS,IS A DUPLICATE, MCO ENTER ORIGINAL MCO NO. MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING SFD (SINGLE FAMILY DWELLING) .. MUMH,(MU.LTI-UNIT.MANUFACTURED HOUSING NUMBER OF TRANSPORTABLE SECTIONS 3 COMMERCIAL COACH: . I OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: SKYLINE HOMMES INC 90002 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: 1720 FAST BEAPILR STREET WOODLAIND CA 95776 (Street) (City) (State) (Zip) $ 139,0 1 9.50 MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: FAIRVIEW DESIGNER 5530—CT 10/31'/2002 NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF: DEALER NUMBER OR DATE OF TRANSFER: i SKYCREST ENTERPRIES/COUSIN GARY'S HOMES ;' TRANSFEREE DESIGNATION: 1265 Y�C$jt� II/5/z002 DEALER OR TRANSFEREE ADDRESS: I, 13468 hl.JY 99 CH) (State) CO CA 95973 (Street) (6 ) (Zip) INVENTORY CREDITOR NAME: TRAATSAMF.RICA COMMERCIAL FINANCE " — I I INVENTORY CREDITOR ADDRESS: ' P.O. BOX 471609 CHARLOTTE NC 28247 -. (Street) (City) (State) (Zip) SECTION (1-6) MANUFACTURER SERIAL NUMBER HCD INSIGNIA OR HUD LABEL NUMBER LENGTH (INCHES) WIDTH (INCHES) WEIGHT (POUNDS) 1 D3-70-0363-R—C ULI 541503 792'. 156. 26,815 I ? D3-70-0363—R—B ULI 541504 792 156 26,565 3 D3-70-0363—R—A ULI 541505 792 156- 27,595 I i I I_ I I I TRANSPORTER NAME: D F, R TRANSPORT TRANSPORTER ADDRESS. P.O. BOY 179 DURHAM CA 95938 ;Sweet) (City) (State) (zip) P DESTINATION FOR UNIT DESCRIBED ABOVE: (NAME) COUSIN GARY' S HOMES (Street) 13468 HWY 99 (Cit�HICO CA (State) 95973 (zip) I cenify under penalty of pOury under the laws of the State of California that the above fads are We and correct. Executed on 11/5/2002 at WOODLAND YOLO (Date) (City) (County) CA (State) 14 SIGNATURE OF AUTHORIZED AGENT: DISTRIBU N: (; 1ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO. CA 95812-1828, WITHIN FIVE (5) DAYS OF REI EASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. S/de 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 481.0�/de 1 - (7/97) l Oat Cw STATE OF CALIFORNIA' �- i DEPARTMENT OF. HOUSING, AND COMMUNITY DEVELOPMENT DIVISION OF COOLS AND STANDARDS REGISTRATION AND TITLING SECTION STATEMENT OF FACTS This unit is a: Mobilehome El Commercial Coach Floating Home Truck Camper Decal (License)` , (s) Trade Name Serial No.(s) U,'e� 5;f30 e- I/We, the undersigned, hereby state tha.tAhejunit described above: Mi -Y. be- P �ac_e_d o n o, p e r rnCL.n '0_ v\,+ 0 01'� Affiant further agrees to indemnify and savel harmless the Director of Housing,and Community Development, State o, f. California, and subsequent purchasers of said unit,'Ifor'any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. Executed on �� ::U 5` at C , I , 1 77-T-a(City) (State) Signature of eachfiant / Z-1-11 ZI Y . 0 Ad_trxKs City C'k HCO 476.6 (Rev 11/86) Printed name of each affiant �0US`10 .. r . ..StateI RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 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. A4, -:p(,+ 1 BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS f MAILING ADDRESS CHICO BUTTE CA 6 1 Sgt CITY 4.—)Ib COUNTY STATE ZIP LEFT OUT LN. 66'X 39' ULI541503/4/5 INSTALLATION MAILING ADDRESS, IF DIFFERENT LENGTH X WIDTH CHICO BUTTE CA 95973 CITY COUNTY STATE ZIP SAME . UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 04-3218 (530) 538-7541 BUILDING PERMIT NO. TELEPHONE NUMBER SIGNATURE OF LOCAL AGENCY OFFICIAL DATE COUSIN GARY'S HOMES DEALER NAME (if not a dealer sale, write "NONE") 91265 DEALER LICENSE NO. SKYLINE HOMES INC. 2002 5530 -CT MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER D3-70-0363-R-A/B/C 66'X 39' ULI541503/4/5 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 047-220-093 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. ... tx�4• - �� c .tea' �{ _ ti }�' Y' c:'� '%rte ,'" �- .» - � .. ., .r FOUNDATION'SYSTEM,i RFyr rr 'l, .'+4S as-•,`�.::{ FICATEOF. OCCUPANCY4 CERTI .. � f,y„ �P`� .,�' �i. i� �Ek�" P„` �, Gy � •..L s'' �:� a t ,rr �' +� �`- '�.ri. t 'f.(`a. �-M . F ,d ..int '�5• � i,t. .s r4 a� : t .:,t a.,n ` 3. "+_. - 2., d.. '�.... r�x+.:_4} ip .'� ..c?. ::.1 a M ' , ' � '� e`�' ,. i a _,_� , BUILDING PERMIT NUMBER: 04-3218 Address or location of unit: 4700 LEFT OUT LN., CHICO, CA Legal Description of Real Property: AP#: 047-220-093 SEE ATTACHED (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: JOSEPH P. STUART Owner's address: 1351 MANGROVE AVE., CHICO, CA 95926 INSIGNIA OR HUD NUMBER: ULI541503/4/5 SERIAL NUMBER OR V.I.N.: D3-70-0363-R-A/B/C MANUFACTURER'S NAME: SKYLINE HOMES INC. YEAR: 2002 OFFICIAL APPROVING INSTALLATION: DATE: PHONE: (530) 538-7541 H.C.D. 513C 09/09/2004 12:23 FAX 530 899 9531 FIDELITY NATIONAL TITLE a COUSIN_GARYS IQ010/010 • • ' • • • � - � - • �fl��llf �f �f lNlf<f fW�AI RECORDING REQUESTED BY AND L �^'` 004�00�3078 ` WHEN RECORDED MAIL, TO: � Recorded I KC FIM 7.80 Law Office of Kevin J. Sweeney Official Records rds i TAKE M 14.85 t p9 Willamsburg Lane 80•� Chioo, CA 95926 CpFmpES J. 6RI®86 I &corder I 9cE1lgR1r Dltal801�1 I Assistan! I--Jason MAIL TAX STATEMENTS To: I Pale t of L Richard Allen Platt < I P.O. Box 3643 , Chico, CA 95927 DOCUMENTARY TRANSFER TAX IS $0.00 TRANSFU IS WITHOUT CONSIDERATION.. I _ . �� CbM►UTeD ON W4V►W/OiNbIGTV CON�eYlD, OA • �/ F ( COAtrUMONPULLUUML99 wuin0russANo6Ncumto wisuw.woA,TweorlAts. - {•• COLAO,-V OF '61AnE - I.rrJINCA¢�t t:A A.P.N. 047-220-093 - JOSEPH STUART, hereby grants to RICHARD ALLEN PLA7 T, a+married mad, as his sole and separate property, all his right, title and interest in acid to the following described_ real property in the unincorporated area, County of Butte, State of California: �. Parcel 2, as shown on that certain Parcel Map, recorded in the office of the Recorder of the County of Butte, • State of California, on Novembir 3, 1980, in Book 79 of Maps, at page 65. Dated: i 2004 ` r - •JOS TUART �' — ACKNOWLEDGMENT State of California ) County of Butte On _ 4-1c; , 2004, before the undersigned, a Notary Public in and for said State, personally • appeared JOSEPH STUART, personally known tome [or proved to me on the basis of satisfactory evidence] to be the person whose name is subscribed to the within instrument and acknowledged tome that he executed the same in his authori2ed capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. :WITNESS my hand and official seal. Y LQOi; wvr •d13 WYYfb 4+ � _ (gVMotOitlVJ'JnsIW Alhr10N Nota Pu�bllc���� Nt�iIdW31� � • ry, ,, .. � • DascriPtion: Butte,CA Document- Year. DocZD 2004.23078 Page: 1 of 1 oretor. molly Comment : ^ ^ .. # RECORDING REQUESTED BY: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVIS NAME 7 COUNTY CENTER DRIVE STREET OROVILLE, CA 95965 ADDRESS CITY, STATE and ZIP I 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. RICHARD ALLEN PLATT BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY P.O. BOX 3643 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS CHICO BUTTE CA 95927 OROVILLE BUTTE 95965 CITY COUNTY STATE ZIP CITY COUNTY STATE ZIP #2 LEFT OUT LANE 530-538-7541 INSTALLATION MAILING ADDRESS. IF DIFFERENT BUILDING PERMIT NO. TELEPHONE NUMBER CHICO BUTTE CA 95927 Cltt COUNTY STATE ZIP SIGNATURE OF LOCAL AGENCY OFFICIAL DATE SAME COUSIN GARYS HOMES UNIT OWNER (If also property owner, write "SAME') DEALER NAME (If not a dealer wle, write "NONE'l 91265 .MAIIING ADDRESS DEALER LICENSE NO. CITY COUNTY STATE ZIP UNIT DESCRIPTION SKYLINE. 10/31/02 FAIRVIEW 5530 CT MANUFACTURER'S NAME - DATE OF MANUFACTURE MODEL NAME NUMBER D3 -70-0363-R A/B/C 66X39 ULI 541503 - 04 -05 SERIAL NUMBER($) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 047-220-093 SEE ATTACHED I HCD FORM 433(A) Rev. 8/91 WHITE—County Recorder CANARY—HCD PINK—Applicant GOLDENROD—Budding Dept. Enloe Medical Center 4/20/2007 9:38 AM PAGE TO: COMPANY: f RE66RDIyr REQUESTED BY: Bidwell Title & Escrow Company AND WHEN •1tEOOM)ED MAILTHIS DOCUMENT AND TAX STAT TENTS TO: ?S ° c . SucTiatt St'"t• 4218 Address - Leff .Out .1,8118 - Pity, Stntc Chien, CA 95973 7�p 2/003 Fax Server 2 t.. F t...- 4 .1 y.>oh . I Uff?:'i a I Fe'.vi'•� s I Me 1 " iWX .s ds SIMa ? r �stn`5 �7'G�- i":•sr�.�89i.°�•L: � i'�4�[j'Y. \ Q�' c�. EVdna 4 " � f tr� V0 �9. SPACC- ABOVE THIS I.1N� FOR RF.:COJWE- >S USL ARU -047-220-003 INTERSi D' USAL•TRANSFER DEED (EXCLUDED FROM IiEAPYIitIiSALU.NbERCALIFORAIACONSTITUTION ARTICLE 1.3 A SF.t I lit•:'.sEQ.) TI [IS RNA FINN)SHED 13Y BIDR'EI.L Tmf;F & Esc.11aW CO.:.+IPAN%, This is an Intrrspotts&!. Tiaiisfer and not a cllatge in ownership under Sea 63 of the Revenue and Taxation Code and Grantors) has (have}'checked the applicable exclusion ffr©iri appraisal: O . A transfer to a trustee for -the beneficial use. of aspouse; or the surviving spouse of a decease such a trust to the spottse of the trustor. d transferor, or by a trustee of 13 A. transfer to a spouse or former spouse in connection with.a property settlement agreement or decree of dissolution of marriage or legal sepai'akion, R' & T 11927or 0 A creation zensf r, or ter rmination, solely between spouses, or any co-owners interest'R & T 11911. D The distribution of a.legal entity's -Property-to a spottse or rtirme spouse in exchange for th em legal entity ua.connection with a property settlent agreemente interest of such spouse in the or E decree of dissolutotl. of a marriage or legal separation. D (�thei kOIt A VALUABLE CONSn )ERATION, receipt ot;Wbkh is, hereby acknowledged,: . Iticliarii'Atlen Platt, A.•itrarrie.ari�n.as:his;sole •ai14:sepaU4zpr6perty hereby GRANT(S) Susan L. Platt, A alai ,lord svoinain�as.Iler sole:and separate property the following real property in the unincorporated area. of, County of Butte, State of CallfDet►lai SEE EXHIBIT A ATTACHED HERETO ANO I ADE A PART .HEREOF ' Da' Atiust 25', 2005 Rie lard Allen Platt ° STATE OF CALIFORNIA COUNTY OF Butte SS: DI)-Aueust25. 2005' before me, the undersigned, a Notary Public in and for said County and State, personally app&xedd Richard Allen Platt Personally knotan to ase (oryiored to me.on.tbc basis ofsatislactoryevidence) to ba ncrson(s) whose nome(s)' is/are subscr' r to Itis VINO inslrument and aclinow4wll .. 9 to me. That belAelrhey executed the same in his/herhheii autlt hzed capacity(its),'aod that by his/her/their. signatures .on the instrument;the peisQn(s), or the entity uptiiY'Gzlialf of whichahe on s a ted, excctited the iltstrument ( Az COOPER 117FNL•SS m ha d .. •'� .. .. s i... �. Y `Tut 1,9icial scat. COMM. #4725,44 472544: t :T' f'* yQ?RY APUBEIC_CAWfORNFA Signaiu.rs� f Y.y<:� r ..�� �.. ...>C 10Fj3jMf •. C6-41 1. e:xuires Fel;_ 24' 2000 MAIL TAX STATEMENTS TO Same AN Above (This area jar offieial nNor•ial seal) INTERSPOU Enloe Medical Center 4/20/2007 9:38 AM PAGE 3/003 Fax Server TO: COMPANY: Order No. 00223522-002 EXHMIT A i THE LAND REFERRED TO HER BIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN. THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED- AS FOLLOWS: PARCEL I:' PARCEL 2, AS.SHOWN ON THAT'GERTAIN PARCEL MAP, RECORDED IN `IHE OFFICE OF THE RECORDER OF: THE. COUNTY OF BUTTE, STATE OF CALIF AT PAGE(S) 65. ORN3A; ON NOVEMBER 3, 19$0, IN BOOK 9� 6# MAPS, 3 RESERVING THEREFROM A 60 FOOT 'RIGHT OF WAY FOR ROAD AND. PUBLIC UTILITY PURPOSES AS SHOWN ON SAID MAP. AP NO. 047-220-093 'PUCEL Il: r A RIGHT OF WAY .FOR ROAD -�M PUBLIC UTILITY PURPOSES OVER THE NORTH 60 FEET OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 1 EA§T, M. D. B.. &. M. i PARCEL III: REC FOOT RIGHT OP WAX AND PUBLIC,UTILITY'EASEbMNT AS'SHOWN ON THAT CERTAIN PARCEL MAP, i RECORDED IN•THg OFFICE OF THE REGORDER OF THE COUNTY OF BUTTE, STATE 6P CALIFORNIA, ON NOVEMBER 3, 1980, IN' BOOK 79 OF MAPS, AT PAGES) 65 EXCEPT= TFiEREBROM ALL THAT PORTI HEREiN_ ON LYING WITHIN THS BOUNDS OF PARCEL I, DESCRIBED -. E t ,1 NOTES: �� RESIDENTIAL ..PERMIT NO. ,)-=. �'220..093 }PL /,, IT, R1CHA.RD , '1' ' "<l �� .t/�, -j�� 3�� �.• -� ,3__,F:C our LN(.RAIL CAR RD), CHICO ` r NEW -'Mill I'ER�II FND NEVV Sl'rE PERMIT RENEWAL . { f .., • DATE: T -/•Z -Dt BP# DSI- 3218 L EXPIRES: THE .HCD FORM 433A FOR THIS MH CANNOT BE 'RECORDED UNTIL ONE OF THE FOLLOWING HAS + BEEN TURNED IN TO THE BUILDING: DIVISION: I " : (1) LICENSE PLATE(S)-OR DECAL (THE3 INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). INSPECTOR', O VERIFY SERIAL & LABEL #.'S. SRA FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ. _ SPECIAL INSPECTION ITEMS _ } VERIFY _ USE PERMIT CONDITIONS _ r SUB -STANDARD HOUSING LETTER _ O(FFICE COPY Address P GAS q Meter By Date f ELECT Meter By • Date' ,JOB FINALED (Date "'. 4 " 07 ►a Signature s !. r ,. �L L EXPIRES: THE .HCD FORM 433A FOR THIS MH CANNOT BE 'RECORDED UNTIL ONE OF THE FOLLOWING HAS + BEEN TURNED IN TO THE BUILDING: DIVISION: I " : (1) LICENSE PLATE(S)-OR DECAL (THE3 INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). INSPECTOR', O VERIFY SERIAL & LABEL #.'S. SRA FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ. _ SPECIAL INSPECTION ITEMS _ } VERIFY _ USE PERMIT CONDITIONS _ r SUB -STANDARD HOUSING LETTER _ O(FFICE COPY Address P GAS q Meter By Date f ELECT Meter By • Date' ,JOB FINALED (Date "'. 4 " 07 ►a Signature s !. J=OK 0 = NotO . = NotReadyable � r MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements . Date 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete Card B-1 4. Water; Location -Test -Easement Needed (Sketch) �'\ AT' 5. 6. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Gas; Location -Test -Wrap;-/ P' L'ft. , / P Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect 7. 8. Ujility Clearance 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Date d- Roof; Shthg-Roofing Card B-1 Date Card B-1 Date Ext.; Steps -Doors -Landings Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card Date Card B-1 Date - PERMANENT END SYSTEM (ONLY) Line &AG , MH Test -Demand -Valve le ri ity; MH Test - r; MH�Test 7 ater d Sewer Connected Y ` _ ,1.0. License Decals 11. Verify #'s with Office (A L.T Sy 1S03 � 4-5 S -C,3 --10 03 b3- i- �� Or 1' l.r � ��3 l• O� j f � r • r MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s Date 1. Card B-1 . Date Card B-1 Date Card B-1 Date Card B-1 '��Vj Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing �'\ AT' ..A4,,z)� 5-S 3 o -CT (A L.T Sy 1S03 � 4-5 S -C,3 --10 03 b3- i- �� Or 1' l.r � ��3 l• O� j f � r • r MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s { 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing - • -5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors j 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 f .Card B-1 Date Card B-1 Date _ Card B-1. Date Card B-1 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. 'Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5: Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main 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-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 59. 12. Electric Underground 60. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 61. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 62. 15. Access & Ventilation 63. 16. Insulation Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Smoke Detector 17. Water Htr.; Vent -Access -Combustion Air Baffle Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 18. Water Pipe; Test & Anchor -Nail Protection Bedroom Exiting 19. D.W.V.; Test Fittings & Anchor -Nail Protection G.F.I. & Bath Fixtures & Tub Access -Spa 20. Shower Pan; Test, First Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 21. Test Tub & Shower, Second Floor -Tub Access Stairs & Rails 22. Gas Pipe; Sixe & Anchors Fireplace or Stove, Clearance -Hearth 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Card B-1 Date Card B-1 Date Elec. Outlets & Receptacles at Kit. Counter Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al 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 87. Water Well, Disconnect, Electrical, Plumbing Date 88. Card B-1 Date Card B-1 Date 89. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Glass Protection 36. A.C. Ducts Insulation & Support Corrections from Previous Inspections 37. Vent Fan, Exhaust above insulation Gas Test -Meters Tagged, Gas -Electric 38. Condensate Drain & Overflow, Size & Grade Water & Sewer Connected -C/O to Grade -HD Approval 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Energy Compliance Certificate -Other Certificates 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date 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 1 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 -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.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 ❑ Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 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: r. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7'County Center Drive * Oroville, CA * (530) 538-7541 CORRECTION NOTICE T att 3zl OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. . �K61- Y)';Ot C"h 0 y 1^.a -14— :r 1.14 -14— -r , " it. Date Inspector C e 12 REV 4/05 = Phone # /Il U FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 C' BALANCE OF FEES SHEET DATE: PERMIT [[/) PARCEL #: ol'f 2 v 6 ?,Y ASSESSOR PA -P OWNER 'S NAME: FEES_(Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE (commercial only): $ :SRA: $ COPY FEES ($1 or more) $ BASIN DRAINAGE $ °BC RESIDENTIAL IMPACT County Wide Chico Urban El Medio North Chico Specific _ $ WATER TENDER FEES $ BATTALION # FEMA $ SMIP $ OTHER $ n RECEIPT NUMBER(S) N BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES . BUILDING PERMIT - 24 HOUR INSPECTION M (530) 538-7636 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.net\dds LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class :a,4`7_ License Number: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires �a permit to construct, alter, improve, demolish; or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and 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 pursuant to the Contractors' State License Law.). O 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION. I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0. I.have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier:.".? i /!/!( Q Policy #: Z x9ZCGrGy3;� r ❑ 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 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: Applican . WAR IN Failure to secure workers' compensation coverage is unla and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. - CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address: PERMIT NO. BP043218 Issued Date: 12/20/2004 APN: 047-220-093-000 Site Address:-, �' L 2 F1 OUB' LU n e, C h LL° U Cool Map Index. 49/0 Description: NEW MH PERM FNDN NEW SITE (2518) Owner: STUART JOSEPH P 1351 MANGROVE AVE CHICO, CA 95926-2641 Applicant: SKYCREST ENTERPRISES COUSIN GARY'S HOMES 13468 HWY 99 CHICO, CA 95973 530-342-2694 Contractor: SKYCREST ENTERPRISES COUSIN GARY'S HOMES 13468 HWY 99 CHICO, CA 95973 530-342-2694 License M 812930 Architect: Engineer: Total Square Ft: 2518 S.F. Valuation: $163,670.00 Census Code: to do work EXPIRES ON: ued un B7r the applicable provisions of the B lftald ;1h a for which fees have been paid. ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. O Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that l am the owner or the duly authorized ag t of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or do Jinent of Butte County. I hereby authorize represent of Butte County to enter upon the above mentioned property for inspection pu Print Name 'Signa �/ 'Signature: Date:loe ❑ OwnerContractor ❑ Agent for Owner 0 Agent for Contractor '�^. .✓'r l - r , ., ter' •.1.:;_ _..: z--""�. ... .....� .., �� ....="t. �.-..� _.-,..,i,.,,� ..s-'*.. , .. - 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: .f �, ASSESSOR PARCEL NUMBER U� • U-] Proposed Building Use: QQA'l Counter Technician: Date: I Q Items required in order fo apply for a permit. All boxes MUST be checked OR marked NA in oWr_to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ y 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes) Data sheets and installation in Marriage line info() Floor Plan, Tie down or fnd plans, all in duplicate. y ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 10. Flood Elevation Certificate, wet -stamped and signed, in duplicates - 01 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ -` 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ Erosion Control Plan Required......................................................................... I� 2 ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit............................................................. 23. California Department of Forestry plan approval Qpaid. Sent by: 24. Planning approval (A) Use: -*(B)Parking: (C) Parcel Check:- l1 -2 4-o ❑ 25. Contact Land Development about _ Improvements Drainage ......................... fi�• 26. NPDES Form.............•............................................................................... pv r 27. Encroachment Permit for driveway from the Public Works Dept ........................... 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... Letter of Signature authorization......................................:............................. 33. ecorded copy of Agricultural Acknowledgment Statement ................................. - ❑ 4. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. J Grant Deedf'M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38.- Cher. ] 39. Other:. i �-!Wen issued Telephone and hold for pickup. I have/been informed of the above items and requirements for obtaining a building permit. Applicant: eco Date: 1. Ind x errriit application for the above ems numbered: Plan Check L tter 2 al items required Contractor esigner, owner, was advised of the above data by p one, ❑ Aail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: 111.2O Yellow: Building Division y COUNTY OF BUTTE © 3� DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 I nn SCHEDULE OF RECEIPT OF FEES ''^^ ^ QQ OWNER `Cil, A.P. # V 17 PROPROSED BUILDING USE 1 , ' e'v ✓fit DATE l RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... --- Additional Fees Due......... --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES CA/� CiO (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ _ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES 0 -A ILO (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE 689A at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid_ at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER /"-;k- ?rj -c4l�f At time of permit application, Ias advised the above fees are required to be paid prior to issuance of the permit. These fees maybe c�A gec3�iuring the plan/checking process. DATE ,y 7 _ Pursua7f to Gov mment Code Section 661020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 9 Ua om the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) School District A.P. Number T Property Owner Propedy Location/Address BUTTE COUNTY SCHOOLS -IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. Jurisdiction: City E=:County Commercial/Industrial New Building 'DepartinentRepresentative District Identification No. --z-, School District certifies that Sq. Footage (including Exterior Roofed Areas) Ld Date (Applicant) I (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ re nting --,sqUarii feet. AB 2926 $ "rese IFULL MITIGATION $ 7-' School District Representative— Date J M Notice: You may pirolasi the Imposhlon of the fees IdenOW above by submitting a wrtitan pr~ to the District, In compliance with Government Code Section 66020(a), within 90 days fro the dide fen are paid. Fallun to submit a timely wften protest will'prohlbit you from challenging the Imposition of the fen In any court action. If, subsequent to the School District Representathr* signing this - Butte County Schools Impact Fee Cordfication Form, the School. Dle.bld Is motMad by the aWlcabile Local Planning Agency that this project Is being reviewed under the California EnWronniental Quality Act (CECIA). arts project may to a*jed to additional school fen to full midgete.fts Impact on the school districts sdools. White (applicant), Yellow (building department), Pink (school district.) . .. I feeform.xIs (10/03)dmm 1! Subdivision Lot No. ..................... . . .............................. ;;V-:�t ......................... Residential Development Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # ........................ jNo foundation inspection) ........ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial New Building 'DepartinentRepresentative District Identification No. --z-, School District certifies that Sq. Footage (including Exterior Roofed Areas) Ld Date (Applicant) I (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ re nting --,sqUarii feet. AB 2926 $ "rese IFULL MITIGATION $ 7-' School District Representative— Date J M Notice: You may pirolasi the Imposhlon of the fees IdenOW above by submitting a wrtitan pr~ to the District, In compliance with Government Code Section 66020(a), within 90 days fro the dide fen are paid. Fallun to submit a timely wften protest will'prohlbit you from challenging the Imposition of the fen In any court action. If, subsequent to the School District Representathr* signing this - Butte County Schools Impact Fee Cordfication Form, the School. Dle.bld Is motMad by the aWlcabile Local Planning Agency that this project Is being reviewed under the California EnWronniental Quality Act (CECIA). arts project may to a*jed to additional school fen to full midgete.fts Impact on the school districts sdools. White (applicant), Yellow (building department), Pink (school district.) . .. I feeform.xIs (10/03)dmm 1! BUTTE COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Property Owner Project Location, Subdivision Lot Number(s) Total Number of Dwelling Units I Residential Development: (check one) New Development, Alteration/Addition Motiilehome(s) Non -Residential Demo permit issued (Date issued ) _ •z Verified by Building Department Records Verified by Assessor Department Records Comment: I to Residential Mobile home replaced **************************************************************************************************************** F }x� Chico Area Recreation and Park District (CARD) certifies that .�a . (App IIioant Name) (Phone Number) (Street Address) ,� l ;(City) (State) (Zip Code) has complied with the requirements"of Butte Co. County Park Facility Fee pursuant to Section 16- 33 of the Butte County Code, Resolution No 5.02 effective August 23, 2004. Payment for i1 dwelling units @ $1,880.00 per unit, for total payment of $ CARD Representative Date PAID BY CHECK NO. REMARKS" BANK NO. gb-'�5���211 PAID BY CASH ' RECEIPT NO. Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico-Building,Dept.,,.,p TOTAL $1080.0 F.\ ... \parkfee.frm (Revised 7/30/04) OwTTFo` �O O O < `1 O C \ O O °ovy cro wol�5 Department J. Michael Crump, Director Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: 003� 7_ v;z cl� — e By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more. than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: //_ 54-0141— Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVHLLE, CA 95965 2004-007729 1 Recorded I REC FEE 10.00 Official Records I CONFORM 1.00 County Of I BUTTE I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSONI Assistant . ' I Jason 10:49AM 20 -Dec -2004 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 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 PROPERTY OWNERS: State of California County of Butte On I �- IS -N before me, r�e�' ' , Platt W X personally appeared' iCl,,aOcQ Imo. iP- (� persenaly- -#aewn-te-me (or proved to me on the basis of satisfactory evidence) to be the personWwhose name is/20-subscribed to the within instrument and acknowledged to me that he/s%UtVy executed the same in his/oWtWrr authorized capacity(iis), and that by his/b*/their signature on the instrument, the personKor the entity upon behalf of which the personoo acted, executed the instrument. WITNESS my and and official seal. i Signature al: ...••. KATHREEN Z. LAMMERS 245 APN: 047-220-093 COMM. * 14.92 0 NOTARY PUSUC-CALIFORNIA Q COUNTYOF 6 UTTE _ Comm. Expires May 27, 2008 09/09/2004 12223( 530 899 4531 RECORDING REQUESTED BY AND WHEN RECORDED MAI, To: Law Office of Kevin J. Sweeney #9 Williamsburg Lane Chico. CA 95926 MAIL TAX STATEMENTS TO: Richard Allen Platt P.O. Boz 3643 Chico, CA 95927 FIDELITY NATIONAL TITLE - COUSIN_GARYS ldl010/c10 911111111111110110 Ion 91 20104-00L?3t078 Recorded Official Records COON EQf CANDAM J. 13R= Recorder RO%AW DIC ISM Assistant e4MN P1 -Apr -2884 DOCUMENTARY TRANSFER TAX IS SO.0O TRANSFER IS WITHOUT CONSIDERATION () Cbtovrw ON PULL VAWdOO MOPUTY COwRYID.oR (, COYIV'e00N PU.LvALUt LGUVA.ur:O9k#MAN06WttM@*ANCFSMPAAN1W AT nue or W.r.. T1�n75Ft2 Tywor-$ k. 6s Cour` V of- 1&AM - CAu,NcW-FCAffi%11 Ala£A A.P.N. 047-220-093 KI-1411MINVIA401 I RM FEE 7. N I TAX 14.65 1 COW001 1.08 I Jason I Page I o9 I JOSEPH STUART, hereby grants to RICRARD ALLEN PLATT, a married matt, as his sole and separate property, all his right, title and interest in and to the following described real property in the unincorporated area, County of Butte, State of California: Parcel 2, as shown on that certain Parcel Map, recorded in the office of the Recorder of the County of Butte, State of California, on November 3, 1980, in Book 79 of Maps, at page 65. Dated: ' 2004 State of California County of Butte 0-— C-- — - JOS TUART , ACKNOWLEDGMENT On 4-I S , 2004, before the undersigned, a Notary Public in and for said State, personally appeared JOSEPH STUART, personally known to me [or proved to me on the basis of satisfactory evidence] to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. b I Nrr "dao -wrMao AWnoDlitne �YiMsOinYJ'onsod �tIV10N NCMNVW 1Si31 re - - MAT • ..lv. r.14111011 Deacription: Butte,CA Doaumant-Yaar.DocID 2004.23078 Pago: 1 of 1 order; molly Cont: JG OL RETURN TO CHICO EH C�S� ,TO SITE PLAN REVIEW APPLICATION Date: �%, '.'�<:� -C� `� AP# L� �/�7 - 2 �L.(` - 0 � Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: ���=i.J�J _T Owners Address: E L Gi e, X -�-k-(% -2) 6 /"-�e; Telephone No.: Email: Situs Address: Proposed Use: = Residential - (p New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer .❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other , E.. Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): . ❑ Single Family Remodel CO� E TY AUG 0 3 2004 DEVELOIPtvIE,N1. SERVICES ❑ Commercial Remodel ❑ Industrial Remodel ❑X Well .R Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) , g' Approved ❑ Conditionally Approved ' -, 0 Resolve Problems Prior to Approval Site Plan Stamped Approved � `A q By �l,G t'Vlf- � A1 CS? Y _ Date S' (. to Page 1 of 5 _ ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Oroville Enterprise Zone Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ----------------------------------- --- ------ --------- --------- --------------------- ----------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A — Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear , r 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 i Amount ❑ Fire FT School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road . ❑ Thermalito Drainage. Area ❑ Thermalito Urban Area ❑ Other Formula ---------------------------------------------------------------------=--------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By [] Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel. Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Mav/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: I Date of Approval: Page: l Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑' In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. L Page 4 of 5 -J u u 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. CALarrysOuilding Permit Site Plan Reviewl.doc (2-20-04) Page 5 of 5 J _ BUTTE COUNTY AGRICULTURAL BUFFER NOTIFICATION AND/OR UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601 Name: /2 /Ui/ Mailing Address. E -Mail address Assessor's Parcel Number: Phone: �o�y�o7 2 7 Reason you believe you qualify for the unusual circumstances exception: 1-2 O er or Authorized Agent's signature Date UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements ................................................................................................................................................... Internal Dept. Contact Info: ❑ Env. Health ❑ Planning ❑ Building ❑ Other. Contact Person: _ _ _ _ _ - -_Phone: ......................................................................................................................................................................................... For Agrlcul.Ural Commissioner office use only: (to be completed after submittal ) DISCRETIONARY PERMITS (Planning) MINISTERIAL PERMITS (Building) ❑ Exception Recommended ❑ - Exception Granted with the ❑ Exception NOT Recommended Jollowing conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: Agricultural Department Signature: Date: YMC 7/1/03 NAWAPMN —eTE °^a°CVN °tNR•"Noo" a,X°t 4:N ��� 0•°ati T �aou.�^a°T n, n Oe A2C a I a iF� Fec Y•O•e Laom'c^i;Nc`C • O�� w,Y» �` � A wwu 21 a O C °°a�Taian�0 Obi at � ,_ �— YO• � I TNT I}�° A g,� na NCS p�v I `. ne IIoN S I� o d to j AdIZ R oembI I Ing. ee I� Noa7a [GcoJ sreoI' — v • ao�e @$^ I +S� fay / � ���° — Te>a arp N I ° to C I $a von•red/•F I I rata. /i\�' 2 a Z I � . /f/e. es' I I /fz./e• M a ^° ti I� Y •pi S I I iS S v :a H a1;L +$I� l° zNa � $� O III• �a ''L y X21 • ^° �a� a• �' ° ^ o i i°n ZS N -fill. I � M • a III. �' as O��\ � � /soe./o' �I) //rasa• R � �. m S` ° °a o`� °on•al O v N I \_' 1° I �y►' X11 SO'9.S.L *�� IN � NOO<!O.%Q,f `-----NO!'/I:/!'IV= �r01'•f%'O! O�La i^ I, /d17'2f' .%,:�3 Y:. 6C•f.A[?aor lr� � --- =Tr'o .44 w� v41 L2 IN \ 3 c4MENZ7N0 COU?T y v a I NH.ffr �� /dr/. ff/. `- •/d/7:7/' N/r. se' �4 N A/i0•rI'/7'C (•rJ rG1 /. fi' NOO•/O.00 •! (4). dG/4. 7r' .� 17., IS 3. ?�'1 � A+zt`''�*>'"— 0 � 1703 T ° t t � st: tiZ• � W o0 y °Oa:���ti. �. Sat �1Z�+ �. •ee o�4�v ^ p P -3a 20 %CD s� O 1540' -PL WING DIVISION - BUILDING PLAN A PROVA-I Ilse: ; Bate: Parking:— �ndscaging: Other. -""------ Signature: d c�F,O ARC,y O • �r m• AF'N 041-220-0015 FLOOD ZONE: NONE 5EE TO THE RIGHT FOR LARGER 50ALE 1 1 SITE 15 RELATIVELY FLAT K/ NO 516NICANT TREES, ROCKS, CLIFFS ETC. In ♦ 1540' RAILCAR ROAD GREGORY A. PEITZ SITE PLAN for. ARCHITECT RICHARD PLATT 363 Rb Undo A— aim. CA.95926 03M894-"19 P.O. BOX 514. LOGO. CA d5R" 90 D97-7610 50ALE: I"=50'-0" NO. slv3 dr �O V to O • �r m• AF'N 041-220-0015 FLOOD ZONE: NONE 5EE TO THE RIGHT FOR LARGER 50ALE 1 1 SITE 15 RELATIVELY FLAT K/ NO 516NICANT TREES, ROCKS, CLIFFS ETC. In ♦ 1540' RAILCAR ROAD GREGORY A. PEITZ SITE PLAN for. ARCHITECT RICHARD PLATT 363 Rb Undo A— aim. CA.95926 03M894-"19 P.O. BOX 514. LOGO. CA d5R" 90 D97-7610 50ALE: I"=50'-0" SITE PLAN REVIEW APPLICATION Date: 60 �-( AP# D G! 7- 2 ZO - t-07 q 3 Permit Number (if applicable) b L/- 2 / Bin Number APPLICANT INFORMATION Parcel Size:i SGP -mss' Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: PL k t , PC -,N, azo -LLn� Residential ❑ New Single Family Residential ❑ Single Family Addition Mobile Home Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary-Travel-Trailer- Multi-family emporary-•Travel-TrailerMulti-family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary):_ e— ❑ Single Family Remodel ❑ Corn mercial Remodel ❑ Industrial Remodel. ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) , Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval [J Site Plan Stamped Approved By LZ_ Date ovl, 23 v 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 p per foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See a c e • Flood Zone: • Flood Panel No.: 03N16 Index Date: q- ZD - LlJGV ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) cMF61 4-AwPDXT- Cow. Pl -r4-6 c6.r N 6 2 - Use Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------- ; Detached Building Use Form ❑ Encroachment Permit- Agricultural ermitAgricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: h 't-0 (A-) Applicable A - Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 2 U Side 2 Side Street Rear 2 0 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 Drainage Area ❑ Thermalito Urban Area ❑ Other ----------------------------------------------------------------------------------------- Subdivision Map Special Fees z ❑ Water Tender ' ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No Deed of Reference: Legal Access Required ❑ No Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No-❑ Yes Comments: ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: —El Meet Parcel size required by zone F1Meet current Environmental Health Department requirements ------------------------------------------------------------------------------------------------------------------------------ Page 3 of 5 w If Subdivision Map/Parcel Map: Map Date of Recording: Oc , Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: 71, ' Page: 6 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. I 0 Page 4 of 5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 E.H. USE ONLY Piot Plan Attached Root Plan Attached E'S Sent to TO: Building Department FROM: Environmental Health s SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal -X Water Supply,: Public Private Well Clearance for—AvvefliRg: Other //Zell Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile . ADMINISTRATION * BUILDING * GIS * PLANNING November 23, 2004 Richard Platt P.O. Box 5374 Chico, CA 95927 Subject: Building Permit 04-3218, Mobile Home Install Dear Mr. Platt: The Butte County Department of Development Services, Planning Department, has reviewed the submitted Building Permit Application, and has found your application in compliance with the established planning criteria. The site plan you submitted meets the setback requirements for your zone as well as applicable map or use permit conditions. The Permit Application has now been returned to their department for consideration and action. If attached, Please find a copy of any use permits, map notes and conditions for you property. We are providing this for you information and future reference. Should you have any questions please feel free to contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603. Si erely, ITolley Chri Assistant Planner Department of Development Services. Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes of alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 C.B.C.), 2000 California Plumbing Code, 2001 California Mechanical Code, and the 2001 California Electrical Code. The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. .These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out of missed, it does not relieve the builder of any responsibility for code requirements, general -or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, C.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, C.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, C.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, C.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,C.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with C.B.C. section 1003.3, for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (C.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, C.B.C. • Attic access and ventilation (CBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per C.E.C. Article 410-8. Page 1 of 3 Owners Name: 104. A -Tt— Building Permit Number: 0,f Z/g Plans Examiner: P COMPLY WITH ITEMS INDICATED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. F-1 equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation: Certificate will also be required. Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. ❑ Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of ' from the side and ' from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ❑ Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 3 of 3 Owners Name: Building Permit Number: Plans Examiner: David Wasney �• CDF FIRE SAFE REQUIREMENTS AP# 047-220-093 PERMIT # F04-3218 $ NAME: PLATT, RICHARD A. Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit.. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed, these standards. Field inspections will be made by the Butte County Building Department for compliance: [)q 1272.00 Maintenance of Defensible Space. ,To ensure continued maintenance of properties in 'conformance with these standards and measures and to assure continued avail-ability, access and utilization of the defensible space provided for in these standards, annual' maintenance must be .r provided for by the land owner. ;• ' t Driveway Standards f [X] • 1273.02 Surface. All driveway surfaces a nd'structuresF1273.07 (bridges, culverts and other appurtenant structures • = which supplement the roadway 'bed , or shoulders) shall provided • unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [)C] 1273.03 Grade. Not to exceed 16 percent unless paved. • 1273.04 Driveway Radius pq 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be. added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. pq , 2. the length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water.shall be not less than 100 feet.' [X] 1273.05 Turnarounds. If required,-will have a minimum tuming radius of 40 feet from the center of the road.. ' t A [)C] z` 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a ' minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum-10 foot traffic lane and ` unobstructed vertical clearance of 15 feet along its entire length. Pq , 1273.10 Tumouts: Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint f F of the driveway. Where a driveway exceeds 800 feet, turnouts shall be ' t , provided no more than 400 feet apart. 1273.11 Gates ; [Xl 1. Gate entrances shall be least two feet wider.than the roadway it serves. , ' 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on s the roadway. ' r t 3. Where a one-way road : with a single traffic lane' provides. entrance, a 50 foot turning radius shall be used. CDF FIRE SAFE REQUIREMENTS AP# 047-220-093 PERMIT # 04-3218 NAME: PLATT, RICHARD A. Fuel Modification 1276.01 Setback for Structure Defensible Space [ X J 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels lessthan 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. [XJ 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection . of a building permit. Other Requirements [ ] If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed Eaves [ J If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insufficient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi-Board or Plank Masonry Masonry Veneer Metal Other Butte county Fire Department approved materials 11/23/04 Steven J. Fowler Date Signature 2 Y 3�5 r ,! 6' 1-Y4- 3 4 I f t~3yt0�� i i i I I t I I —14' -8' -r -------r t 18'-10' 25701 I - f ,I - � f f !9'-4' i300�' -4°- 1 � V-4' _ I f I 110— O f I t t - I 1 I 47'-4" i 53'-4" 54'-2' 3 UTTE OUN Y (4400j:� r_- 1430# 1430#-)Q1 101 QlKlf- a F==t C L r t 7 21-4," 2570�'� 33'- 3' 18101 40'-8' 42'-4" 53'-4' 18100> 13000 y 3100 f 42'-0" . 1300#� 4^ i t2 8'-- --+-5' d" -�R� 18'- '— .r p 1SSUTD B'taCA G 30# CENTERLINE SUPPORT REQUIREMENTS RS [HIS SHEET IS TO IE INSERTED MTH SUPPLEMENT TO FIFI p INSTALL-ATiON AlANUAI_ FOR `c R 30# ROOF ZONE.. SNOW LOAD. SFE AHOW PRINT FOR LOAD REQUIREMENTS AND LOCATIONS 301 ROOF cRIVI1ON _ 11w Loan H26—Y-K-2B—CATH 4' 3 ooj) I'-4" MR 93_21 _ SFC. -_ _—. 4 U. 51 PG 5-68E DRAWN BY : VAN DAIS: 12 01/1999 Rn NWff t 5530—CT Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 9/2/2003 INDEX Approval PAGE RELEASE SECTION NUMBER DATE Iv1ANUFACTUREDHOME/MOBILE•HOMB FOUNDATION SYSTEM HEALTH AND SAFETY CODE, SECTION 18551 APPROVED INTRODUCTION 2 9/2/03 SUBJECT TO CORRECTIONS NOTED GENERAL INSTALLATION 3 9/2/03 ROVAL DOES NOT AUTHORIZE OR APPROVE ANY PARTS LIST 4 & 5 9/2/03 MISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIONS LONGITUDINAL DEVICES 6 9/2/03 State ofCalifomia t l eis and CommunityDwaloQmod PIER HEIGHTS 7 9/2/03 SET-UP INSTRUCTIONS 8 9/2/03 DESANDSTANDARDS �W+N90 DATE i '(aig-tura) / FOOTER SIZES SPA - ThiaP APprovalEX°"°' WIND ZONE I - SINGLE 9 9/2/03 - DOUBLE 10 9/2/03 - TRIPLE 11 9/2/03 - HIGH PIER 12 9/2/03 WIND ZONE II - SINGLE 13 9/2/03 oQ�koFESS/0N - DOUBLE 14 9/2/03 ��jE M - TRIPLE 15 9/2/03 No. 6 92x5. P. V -DRIVE & PIER SYSTEMS 16 9/2/03 I sT4�OFCP,0F P SOIL CLASSIFICATION 17 9/2/03 CONCRETE INSTALLATION 18 & 19 9/2/03 BUTTE COUNTY BUILDING DIVISION COMPONENT PARTS AVAILABLE UPON REQUEST APPROVE=D co Ln M 0 N O O O frown-Iftom "4G GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the home. For pier locations in between the Vector Systems, use the normal foundation pads. LUMBER/MOISTURE -TERMITE SHIELD To cut PVC or lumber (2 - 2x4's,1 - 44 or 1 adjustable steel commpression member per Vector system) for the center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis- tance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED . Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP INSTALLATION All frame ties and diagonal straps must go from the anchor to the top of the I -Beam. See illustration below. 1. Attach frame hook to top inboard location of "1" beam. (Frame hook must be attached to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns. Vector Dynamics Foundation Systems Longitudinal Component Parts List z , g P?v .t' If•?. -- :ector MONO Longitudinal Stabilization Hardware Kit # 10733 - (for use with 59018 Vector System, single stack block sets only. Longitudinal struts not included) Longitudinal Stabilization Hardware Kit for Concrete # 59023 - Includes 2 beam clamps, tension brackets, nuts and bolts. (for use with #59036 & 59049, longitudinal struts not included) 3 Sq. Ft. Pad Vector Longitudinal System # 59026 - Includes 2 beam clamps, 2 tension brackets, nuts & bolts. (for use with #59271, longitudinal struts not included) Struts for Longitudinal Systems Part No. Length Pier Height # 59016 30" up to 2 Blocks # 59012 39" up to 3 Blocks # 59013 44" up to 4 Blocks # 59014 53" up to 5 Blocks # 59015 65" up to 6 Blocks PVC Adapter Bracket # 59281 - For use with Schd 40 PVC Center Compression Strut # 48612 - Single Section, 62"- 108" # 48613 - Double Section, 34"- 60" (includes short u -bolts, nuts, washers and 6 self taping screws) 50 in max. Maximum Pier Height Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24 inches for single section homes. On multi -section homes in Wind Zone I, an anchor must be used at each Vector System location with pier heights above 46" with the following exception: double section homes that are 24' wide, in Wind Zone I, have a maximum pier height without anchors of 38". See page 12 for double section home high pier set instructions. 50 in max. Unequal Pier Heights ✓laximum Homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26". 7 WIND ZONE I, SEISMIC ZONE 4 Vector Dynamics Systems Required for I \ Single Section Homes (Materials Required)- _ ection home I 2 tt S\og\e S - -" \e . J K5 bci y 1 is Note: L.S.D.= Longitudinal Stabilization Device See Page 6. f- ay. IL. Yav 2 K max• tYp. ;�. 34 tt. maX ° c gyp. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' Soil Classifications: 2, 3, 4A, & 4B instructions and/or state requirements. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 30" with 24" helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties Home Length Vector Systems Anchors Required Required Per Side or 24" Pier 24+" Piers L.S.D. 0 to 72' 3 2 3 2 73' to 90' 4 3 4 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) ector.........._ `, ' i.�amics WIND ZONE I, SEISMIC ZONE 4 - - - � homeems Vector Dynamics Systems Required for , _ - " - , _ -f, mU\t\ Seo tiveckor mes �6 ac",g Triple Section Ho - mP1 of �eca� sP (Materials Required) - - -F s - - " � I \\ .. Jf � W st3`�+'fir ya.st`t�+�!!�'•�4 I � — I �t'�r,•�. I \ � 7 :gin' Y•;.r, t. ;S�''�♦ � ` \ r f �kid.x..�YY f 4._' �i;FTI• "��M.,. I 5 ` , - eeter...._. • r�amics �>� NOTE: When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Tag or � full triple " 2 sq. ft. pad 2 sq. t1. pad qe% Soil Classifications: 2, 3, 4A. & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required`: None ('Marriage wall anchors may be required by home manufacturer.) Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 2+2onTag 0 2 1 49'to71' 3+2onTag 0 2 1 72'to84' 4+2onTag 0 2 2 85'to90' S+2onTag 0 2 2 Each Vector System requires one of the following: 1-4x4 or 2-2r,4's pressure treated wood compression member. Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE II, SEISMIC ZONE 4 (Hurricane) Vector Dynamics Systems Required for Vector Systems Required Anchors Equired per side LSD 0to48' Single Section Homes 5 2 49' to 60' S (High Pier Sets with Diagonal Ties) - _ 61" to 72' 6 7 2 hoys enlUa\ 7 8 2 85' to 90' C�.\00 Oe Sec\o 0 n 9 2 " s 9e�s, be kO EXamPsho "Al - sand P7` WIND ZONE II (not to scale) \2 sq. ft. pad/ Soil Classifications: 2,3, 4A & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required`: 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Equired per side LSD 0to48' 3 5 2 49' to 60' S 6 2 61" to 72' 6 7 2 73' to 84' 7 8 2 85' to 90' 1 8 9 2 �t. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering lest report. Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) �C for nam/ cs WIND ZONE II, SEISMIC ZONE 4 -- - I � Vector Dynamics Systems Required for e Triple Section Homes_`i 010 C,\ ` 9 ter ver -t (Materials Required) _ - ' 16 st,0c I ` ector namics NOTE: When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements Soil Classifications: Soil Bearing Capacity Anchors Required': Tag ori full triple 2, 3, 4A, & 4B 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095) 1=1/4" vertical ties w//4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 3+2onTag 4 2 1 49'to71' 4+2onTag 6 3 2 72'to84' 4+3onTag 7 3 2 85'to90' S+3onTag 8 3 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) -13 ,43°'x. h I 2 sq. ft. pad 2 sq. ft. pad VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 4B as described in the table below: SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D2586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 lbs - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 lbs - in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 lbs - in. sands, firm to stiff clays 4B and silts, alluvian fill 175-275 lbs - in Peat, organic silts, 0-44 175 lbs - in. 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gauge the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its resistance to penetration (flow) under load by means of the torque probe and is measured in Ib -in. The test probe has a helix on it. The overall length of the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: Footer Size: 1 6x1 6 = 256 sq. in. - - _ _ 20x20 = 400 sq. in. or 16x18 = 288 sq. in. ; • or 17x25=425 sq. in. EQUALS - - _ = EQUALS 2 -Vector Pads # 59275 - -- 1 -Vector Pad # 59271 288 sq. in. or 432 sq. in. 1 Vector Pad # 59130 Vector Pad(s) exceed the surface area required when used as the equivalent listebove. 'Foundations in soil with a hearing capacity of less than 1,000 f SF must be designed by a Regisleied Plofessinnall E N_ lar with Sile conditons Page 17 Calllorrwi 9/2/03 Vector Dynamics System for Concrete Applications Instructions 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. Wedge the pier set at this time. 16. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 17. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Tv Inside Tie Bracket Compressi( boards or PVC Pipe U -bolt Parr. 1 q C1lilnr 11'1;1 Vector pad for concrete Concrete footer H C D 9/2./03 646' . f. lam, Yg 40 IT REVIEWED BY i BUTTE CO. FIRE DEPT. CALIF. DEFT. of FORESTRY ❑ approved as submitted } approved with conditions I. per attache sh t. Nre AFN -041-220-bq3 J 6 SEE TO THE RIGHT FLOOD ZONE: ), . .m FOR LARGER m SCALE,,,. w 9/13/2004 10:32:24 AM i, 1340' \ NEAP. �/ - 1G AP N 04-1-2201 Oq3 FLOOD ZONE: 'A . SEE TO THE RIGHT FOR LARGER rn SCALE r� m?�9$al Health • 5ca, CA;' 'PITS 12' � - � . � � ET9gGK 1• �. '��. oo LO � �p �e Cod, �ea�ttl q-70.0, - 5HOP Or PROPOSED "I- "aWRE51DENCE S. � / 517E 15 RELATIVELY FLAT H/ NO ; 516NIGANT TREES, ROGK5, CLIFFS,. ETC. ' HELL ; HOUSE 1340' • PGBE NORTH LEF TOUT LANE 1 1"=150'-O" " .11 9/13/2004'10:32:24 AM 1340' - LAI PLANNING DIVISION - BUILDING PLAN APPROVAL Use: (>K' iwkir �e Date: 2 3, 240 C% Parking: Landscaping: Other. a. _ 77 Signature: J ice ,* too.•- 9283 !rni (c� •�r� 1 APN 04'1-220-Oq3 • � �� 100.0' FLOOD ZONE: A O SEE TO THE RIGHT\ SHOP FOR LARGER ;a m.• �� ' 5CALE — N� l •RES.I DENGE t CA PIT5 12' � c\ O.G. I a5.0' 00yM d a1 N q -I I . m WELL PROPOSED \C / 2ZV� RE5IDENCE 4 v�`PV O HOUSE r 51TE 15 RELATI\/ELY FLAT W/ NO i 510NIGANT TREES, ROCKS, CLIFFS �Ic 1 1 � �i . ETC. - HELL HOUSE . - F04 E " 1340' , 811 ' c�OU NTY PGBE I =80 -O BlJ��r�ING ®ivisibK NORTH LEFT0UT LANE { -O„ - AP.P ROVF , 9/13/2004 10:32:24 AM TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance H. USE OPKY Piot Plan Attached Floor Plan Attachad RS Sam to S.D. ' I Owner Location AP# Plan Approved for: Sewage Disposal .X Water Supply: Public Private 'Well -,e Clearance for—dweFNUTV: Other 1,eyl' Hold final for: Final clearance O.K. for: NOTE: �f ,7 Environmental Health Specialist Date 8/96 1 1 /■■■/■�� t ■■■IN ► i • • �r meow:./�' �■■■■■ ■....M. ® C::' :::::::. .:::111 :::: ■M■E■ ■M■■f . . ,MEMO MASTER ..... ..E.. .. I.... BEDROOM ., ...... ...... s■... ... .......................EE■.. ■■■■M.■■■■■■■■■■E■�R- T..�`�■NEON■E _.r----n..■n....■■.■■■■■■■1�-- Mr I. I BONUS ROOM DININGI OO ,am MEN UNION! BEDROOMI uiiiia::a1 1►iiii I■uum �ulviun 11■►u., M ■1 1 ..oom ■...■■►/■ ■L_ I■.EEEE.1 1 ■ ■t..■ IImmmummist �Y�I I...11..■1 IMM■■Ila. ■s..� Ial ruin i Y ■M.11 •iG:Slll !C!•/1 BEDROOM �I 1340' ARice�y 4. ,r N3 1283 w ` I APN 047-220-Oq3 . O FLOOD ZONE: A . SEE TO THE RIGHT .m_ FOR LARGER m 50ALE :T �anr °,ntal Health SEP ; b- ?OUB --------___ rt Cl ico, CA - PIT5 12' .111 _ - � . - ,; f • .. _ � � � _ O.G. ,. r y00 1 EEK M. ID , R 1 ,10 300.0, PPpkke Go 1 ` N q1 Ewico� ' • _.' - SHOP WELL ' Date G ; r 6, PROP05ED` `� HOUSE RE5IDENGE , O \ 517E 15 RELATIVELY FLAT W/ NO 516NIGANT TREE5, ROGK5, ETC. f �� WELL j HOUSE FOaE 1540' PGBE p NORTH LEF TOUT LANE , _ 1..=150'-O., 9/13/2004 10:32:24 AM M A-NUFACTUR D HOME-. INSTALLATI01`I TRIPLE WIDE HOMES BUTTE COUNTY BUILDING DIVISION APPROVED (Supplement to Manufactured Home Installation Manual) SLiNEO BRINGING AMERICA HOME. BRINGING AMERICA FUN. SITE PREPARATION The site is to be prepared and the units interconnected and supported as per the special instructions for Double -Wide set-up and interconnection (outlined in the Manufactured Home Installation Manual.) The A -unit is to be lag bolted (3/8" diameter x 4" long) to the B -unit where the 12" wide sheathing is not removable at the sidewall gable. WARNING ONLY EXPERIENCED PERSONS KNOWLEDGEABLE OF MANUFACTURED HOME SET-UP PROCEDURES SHOULD SET UP THIS HOME. 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 SOMEONE UNFAMILIAR WITH MANUFACTURED HOME INSTALLATION TO PERFORM THE INSTALLATION. SET-UP SHOULD BE DONE ONLY BY QUALIFIED PEOPLE. WHOEVER DOES THE SET-UP SHOULD GUARANTEE THEIR WORK IN WRITING FOR A REASONABLE TIME AND SHOULD, IF NECESSARY, AGREE TO RELEVEL THE HOME WITHIN 90 DAYS AFTER THE INITIAL SET-UP. The technical content of this Installation Manual has been reviewed by Underwriters' Laboratories, Inc. and found to be in accordance with the Federal Manufactured Home Construction and Safety Standards. REVIEWED AND ISSUED BY CONFORMITY ASSESSMENT SERVICES MARCH 21, 2001 DAPIA-UNDERWRITERS LABORATORIES, INC. MANUFACTURED HOME INSTALLATION OF B -UNIT TO C -UNIT A parallel tag is indicated by the peak of the roof being located along the center of the B -unit. A dormer tag is indicated by the roof dormer being located at the tag location. Choose the instructions that match the tag to be installed. I. PARALLEL TAG INSTALLATION 1 2. 3. 4. 5. The site is to be prepared and the units interconnected and supported per the special instructions for Double -Wide set- up and interconnection outlined in the Manufactured Home Installation Manual (see Fig. 1 below). After the A -unit and the B -unit have been blocked and leveled, the C -unit is to be connected to the B -unit in a like manner. When required for roof loads in excess of 20psf, the A, B and C -units should be perimeter blocked per the Manufactured Home Perim- eter Blocking Supplement. Fold back the underlayment material in the area of the detachable roof sheathing. (Used for bolting beam halves together.) Remove the 12 -inch wide pieces of sheathing, which were temporarily secured and are located adjacent to each ridge beam half. Bolt the ridge beams together as outlined in the Double - Wide set-up procedure in the Manufactured Home Installa- tion Manual. For models'with heat ducts in the roof cavity, make the interconnection of two units by running the provided flexible duct through the access hole in the ridge beam. Reinstall the detached sheathing using 15 gauge by 7/16" by 1-1/2" staples of 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 fasten- ers 2" o.c. (3" o.c. if truss is doubled -to both trusses.) 6. Fasten roof .underlayment back in place with 16 gauge by 1" by 1" staples or roofing nails 4'-0" (maximum) around the perimeter. Apply a 6" wide strip of asphalt cement between underlayment and roof decking at unit endwall, at Wind Zones II and III only. 7. Install 36" wide roofing underlayment centered above ridge beam. Install such that uphill side is below factory installed underlayment and downhill side is above factory installed underlayment. Fasten same as step 6 above. (See Fig. 3) 8. Fasten drip cap to sheathing above the underlayment at the roof edge. (See Fig.3) 9. Per the Manufactured Home Installation Manual, complete installation of shingles. 10. After completing the interconnections of the units, install the closure of siding at the front and rear walls of the C -unit. Install the provided inside corners (if required) as indicated in Figure 2. 11. See Fig. 4 for alternate sheathing attachment at unit centerlines: Pier at centerline within 1' of front and rear wall. This pier required only if there is a column I cated at front or rear all. (See Table 3) The home shall be set-up and the utilities connected per the requirements of the Double -Wide set-up instructions specified in the Manufactured Home I -Beams Installation Manual. Each I -Beam shall Varies • be supported per Table 2 and each :..: _______________;__ column supported per Table 3. Each CKI outside I-beam (on the A & C units) Piers required at shall be tied down per the tie down all interior column requirements specified in the installation locations, per manual. All mating line connections, Table 3. (See closure details, and utility connections detail) shall be made per the applicable centerline details specified in the installation -manual or other 12 g3' supplements. Max. pier spacing as selected from Table 2. A -unit B -unit C -unit Roof Peak DIMENSIONS VARY. IF PRE -CONSTRUCTION OF CENTERLINE SUPPORT PIER LOCATION FOOTINGS IS DESIRED, CONTACT THE SKYLINE INDICATOR (METAL STRAP) OR DIVISION WHICH MANUFACTURED THE UNIT FOR CENTERLINE FLOOR JOIST MARKED APPLICABLE DIMENSIONS. FIG. 1 WITH PAINT BENEATH HOME. 1'A" x I Va" METAL FLASHING MF (FACTORY SUPPLIED FIELD APPLIED) LAI FACTORY INSTALLED MAIN UNIT VERTICALS VERTICALS BOTTOM VERTICALS FIELD INSTALLED HARDBOARD TRIM (FIELD INSTALLED — FACTORY SUPPLIED). FASTEN WITH 8d GALVANIZED BOX NAILS 8' O.C. STAGGERED (6' O.C. STAGGERED AT WIND ZONES II 8 III). NAILS TO HAVE 3/16' MIN. DIA. HEADS. HARDBOARD SIDING FIG. 2 INSIDE CORNER (FACTORY SUPPLIED FIELD INSTALLED). FASTEN WITH 16Ga.x7/16'xt-1/4' STAPLES OR 4d NAILS IT O.C. AT WIND ZONE 1. 6' O.0 VINYL LAP SIDING SITE INSTALLED SHINGLES ROOFING UNDERLAYMENT FOLDED BACK FOR BEAM BOLTING 36" WIDE ROOFING UNDERLAYMENT �1 \ / PLY. SHEATHING DRIP CAP RIDGE BEAM :Le' 4 feet 4 feet '' . Field Installed Roof �� Decking at unit transition Roof Decking See Detail 'A' A -HALF UNIT 4'x6' Plywood or O.S.B. roof decking, 3/8" or 7/16" thick. Ridge Beam B-HALFUNIT I I C -HALF UNIT 4 feet Shim as required with wood shims, if trusses do not line up. Roof Trusses INSTRUCTIONS: 1) Bolt ridge halves together as described in Skyline's manufactured home installation manual. 2) If trusses at unit transition do not line up vertically, then Ishim as required with wood shims. 3) Fasten 4' wide roof sheathing to trusses w/15Ga. x 7/16" x 1-1/2" staples 4" o.c. at joints at intermediate trusses. Special fastening may .be required at trusses located over shearwalls. These trusses will be marked with a point spot on the truss top chord. Fasten roof sheathing to these t russes with fasteners 2" o.c. (3" o.c. if truss is doubled - to both trusses). Fastener length at shimmed area should be increased so there is 1" min. penetration into truss top chord. 4) Fasten roof underiayment to decking w/16Ga. x 1" x1" staples 48" o.c. long top edge of lower course of underiayment. Apply a 6" strip of asphalt cement between underiayment and roof decking at unit endwalis at Wind Zones 11 and M. 5) Install remaining courses of shingles as described in Skyline's manufactured home installation manual. FIG. 4 II. DORMER TAGS The site is to be prepared and the A and 13 -units intercon- nected and supported per the special instructions for Double - Wide set-up and interconnection outlined in the Manufac- tured Home Installation Manual (see Fig. 5 below). After the A -unit and the 13 -unit have been blocked and leveled, the C - unit is to be connected to the B -unit. The set-up of the C -unit will vary depending on the type of Dormer tag included with your home. Determine the type of Dormer tag from the descriptive list below. Dormer Tag 1: Flush roof, flush floor, approved for Wind Zones II and III, and has a triangular plywood beam between B and C -unit. Dormer Tag 2: Main unit roof overhangs tag roof, step down floor and approved for Wind Zones I, 11, and III. Dormer Tag 3: Flush roof, step down floor, approved for Wind Zone I only, and main unit will have hinged roof. Dormer Tag 4: Flush roof, flush floor, approved for Wind Zone I only, and does not have triangular plywood beam. Dormer Tag 5: Main unit roof overhangs tag roof, flush floor and approved for Wind Zone I only. Dormer Tag 6: Flush roof, flush floor, approved for Wind Zone I only, and has a triangular plywood beam. Dormer Tag 7: Flush roof, flush floor, approved for Wind Zone I only, no triangular plywood beam and 320" long. Forthe Dormer tag to have a flush roof, the dormer on the main unit will line up with the tag roof. For the Dormer tag to have a flush floor, the floor of the main unit will line up with tag floor. For the Dormer tag to have a step down floor, the floor of the tag will line up 9 inches lower than the main unit floor. Once you have determined the correct tag for your home, go to the specific set-up instructions. See list below: Pier at centerline within t' of front and rear wall. Page(s) Figure(s) Dormer Tag 1 6 7 Dormer Tag 2 7 7 Dormer Tag 3 8 8 Dormer Tag 4 9 9 Dormer Tag 5 10 10 Dormer Tag 6 11 11 Dormer Tag 7 12 12 Pier at centerline within t' of front and rear wall. This pier required only if there is a column located at front or rear wall. (See Table 3) DIMENSIONS VARY. IF PRE CONSTRUCTION OF 1 FOOTINGS IS DESIRED, CONTACT SKYLINE 1 Varies DIVISION WHICH MANUFACTURED THE UNIT D 93 FOR APPLICABLE DIMENSIONS. I -Beams _ See see specific set-up instructions in this manual (Figures 6-12) for all tag pier .... ' ., :... locations, sizes, loads, etc. Piers required at all interior column locations, per ' Table 3. (See detail) C5 93 Max. Piersa spacing as C -unit selected from Table 2. ;.. ...;... ...;.. ;... :: Dormer roof line CENTERLINE SUPPORT PIER LOCATION Oki INDICATOR (METAL STRAP) OR A -unit B -unit CENTERLINE FLOOR JOIST MARKED FIG. 5 WITH PAINT BENEATH HOME. DORMER TAG 1 1. Fold back underlayment and valley flashing and align C -unit as close as possible to the B -unit. Slide the tag and main units together with rolling and jacking equipment. Care must betaken to avoid overstressing structural members. 2: Bring the B -unit and C -unit sidewall beams together. Jack- ing the "I" -beams of the C -unit may be necessary. 3. Align ceiling material joints and level ceiling edges by jacking the C -unit inside "I" -beam until ceiling joint is flush. 4. Bolt the two triangular beams together as described in the Manufactured Home Installation Manual. Access to the beams is provided by two removable panels in the roof sheathing of each unit. 5. Line up C -unit endwall studs with B -unit sidewall studs by moving C -unit floor either forward or backward as necessary. Fasten the walls together using 16d nails or #8x3" screws at 12 inches on center. Install sill sealer (roll of insulation) around perimeter of main unit before installing fasteners. 6. Level the floor byjacking on the inside "I" -beam of the C - unit. Fasten the header joists together with #8x3" screws 16" o.c. or 3/8" x 2-1/2" lag screws 2 to 3 ft. o.c. 7. Level the C -unit and install the required piers as shown in Figure 6 below. Pier locations at the sidewall beam support columns are marked with paint under the floor. Follow pier and footing requirements as described in the Manufactured Home Installation Manual. 8. Install ground anchors and hurricane straps as shown in Figure 6 below, and per the requirements of the Manufactured Home Installation Manual. 9. Replace the access panels in the roof sheathing using 16 gauge x 7/16" x 1-1/2" staples or 8d twist nails at 4 inches on center. Install corner drip cap. 10.See roof covering close -off instructions for dormer tags on page 13. 11.Apply closure courses of siding to the front and rear walls of the C -unit. Install the provided inside comers as per Figure 2. 12.Seal the joint under the floor between the tag and the main unit with sill sealer. 160" max. Locate piers at all four �°�V T. Llj ', corners of tag unit. Pier .•% 'p1BT •. 4� Locate piers under each end of load is 1485 lbs. ? ��'•Q� 4V load opening between main unit and / j• tag. Pier load is 2623 lbs. r/ �� ; 1960f}312 STAM OF :1 qc �'•y /ANAL 00 •,• X /Olt E�1 00 4 .tib N Locate pier under wall, where Z ridge beam meets exterior wall. Pier load is 2540 lbs. C -unit Locate piers under unit I -beams. Piers are required at each end of beams and at center. Pier load is 3550 lbs. TABLE 1 Pier Height Minimum Maximum Wind Zone II 18.6" 49.7" Wind Zone III 17.1" 55.9" J PIER REQUIREMENTS Wall strap - Factory installed. Hurricane Tie -down strap. Install at all wall strap locations. Strap may be located above or below (- Beam. ---- ------- Ground Level , Ground anchor FIG. 6 Unit I-beam Pier with footing Pier Height - See Table 1. ' Strap Angle: Wind Zone II - 30 degrees min. 57 degrees max. Wind Zone III - 28 degrees min. 60 degrees max. TIE -DOWN REQUIREMENTS DORMER TAG 2 1. Align C -unit as close as possible to the B -unit. Slide the tag and main units together with rolling and jacking equipment. Care must be taken to avoid overstressing structural members. 2. Align ceiling material joints and level ceiling edges by jacking the C -unit "I" -beam until ceiling joint is flush. 3. Fasten C -unit to B -unit at roof line. Use #8x2" wood screws from tag unit extended plywood (at end truss location) to main unit (see Figure 7 below). 4. Line up C -unit endwall studs with B -unit sidewall studs by moving C -unit floor either forward or backward as neces- sary. Fasten the walls together using 16d nails or #8x3" screws at 12 inches on center. Install sill sealer (roll of insulation) around perimeter of main unit before installing fasteners. 5. Level the floor by jacking on the inside "I" -beam of the C - unit. The floor of the tag unit should be 9 inches lower I Locate piers under tag ridge beam column supports. Pier load is 3000 lbs. at 20 PSF, 4070 at 30 PSF and 5140 at 40 PSF roof live load. Locate piers under unit I -beams. Piers are required at each end of beams and at center. Pier load is 4200 lbs. TABLE 1 Pier eight Minimum Maximum Wind Zone I 12" 56" Wind Zone II 18.6" 49.7" Wind Zone III 17.1" than the floor of the main unit. Fasten the headerjoist of the main unit to the wall studs of the tag unit with #8 x 3" screws (16" o.c.). 6. Level the C -unit and install the required piers as shown in Figure 7 below. Pier locations at the Tag beam support columns are marked with paint under the floor. Follow pier and footing requirements as described in the Manu- factured Home Installation Manual. 7. Install ground anchors and hurricane straps as shown in Figure 7 below, and perthe requirements of the Manufac- tured Home Installation Manual. 8. Apply closure courses of siding to the front and rear walls of the C -unit. Install the provided inside corners as per Figure 2. 9. Seal the joint under the floor between the tag and the main unit with sill sealer. Locate piers at all four corners of tag unit. Pier 160" max. load is 1720 lbs. at 20 ♦ PSF, 2340 at 30 PSF and 2950 at 40 PSF roof live load. C -u n It Locate pier under wall each side of opening under tag ridge beam. Pier load is 1500 lbs. at 20 PSF, 2035 at 30 PSF and 2570 at 40 PSF roof live load. Wall strap - Factory Installed. Wind Zone II and III only. \ Hurricane Tie -down strap. Install 2 at front and rear of each I-beam (8 total) for Wind Zone I. Install at all wall strap locations for Wind Zone II and III. Strap may be located above or below I-beam. ....... __._. Ground Level Ground anchor FIG. 7 #8x2" screws 12" o.c. —�► Tag truss -- ► Dormer QQE C -u n It Locate pier under wall each side of opening under tag ridge beam. Pier load is 1500 lbs. at 20 PSF, 2035 at 30 PSF and 2570 at 40 PSF roof live load. Wall strap - Factory Installed. Wind Zone II and III only. \ Hurricane Tie -down strap. Install 2 at front and rear of each I-beam (8 total) for Wind Zone I. Install at all wall strap locations for Wind Zone II and III. Strap may be located above or below I-beam. ....... __._. Ground Level Ground anchor FIG. 7 #8x2" screws 12" o.c. —�► Tag truss -- ► Dormer Rafter Tag Unit Main Unit 1,40 CLcCC���i.�1 � • l�OR3lt r STAKE of r Q �4r... 1 : �'••...;S�OMAL.� res `\ Z • 'Z� Unit I-beam I� Pier with footing `� ; • : Pier Height - . :•:•:•: See Table 1. Rrap Angle: Nind Zone 1 - 20 degrees min. 60 degrees max. Nind Zone II - 30 degrees min. 57 degrees max. Nind Zone III - 28 degrees min. 60 degrees max. TIE -DOWN REQUIREMENTS DORMER TAG 3 1. Align C -unit as close as possible to the B -unit. Slide the tag and main units together with rolling and jacking equipment. Care must be taken to avoid overstressing structural members. 2. Align ceiling material joints and level ceiling edges by jacking the C -unit inside "I" -beam until ceiling joint is flush. 3. Fasten C -unit to B -unit at roof line. Use #8x3" wood screws (toe -screwed) from tag unit (at end truss location) to main unit (see Figure 8 below). 4. Line up C -unit endwall studs with B -unit sidewall studs by moving C -unit floor either forward or backward as neces- sary. Fasten the walls together using 16d nails or #8x3" screws at 12 inches on center. Install sill sealer (roll of insulation) around perimeter of main unit before installing fasteners. 5. Level the floor by jacking on the inside "I" -beam of the C - unit. The floor of the tag unit should be 9 inches lower than the floor of the main unit. Fasten the headerjoist of Locate piers under tag ridge beam column supports. Pier load is 2890 lbs at 2d.PSF, - 3920 lbs at 30 PSF and 4960 lbs at 40 PSF roof live load. Locate piers under unit I -beams. Piers are required at each end of beams and at center. Pier load is 4050 lbs. TABLE 1 Pier Height >< Minimum Maximum Wind 12" 56" Zone I the main unit to the wall studs of the tag unit with #8 x 3" screws (16" o.c.). 6. Level the C -unit and install the required piers as shown in Figure 8 below. Pier locations at the Tag beam support columns are marked with paint under the floor. Follow pier and footing requirements as described in the Manu- factured Home Installation Manual. 7. Install ground anchors and hurricane straps as shown in Figure 8 below, and perthe requirements of the Manufac- tured Home Installation Manual. 8. See roof covering close -off instructions fordormertags on page 13. 9. Apply closure courses of siding to the front and rear walls of the C -unit. Install the provided inside corners as per Figure 2. 10. Seal the joint under the floor between the tag and the main unit with sill sealer. Locate piers at all four #8x3" screws 160" max. corners of tag unit. Pier 1 Z, o.c. �► load is 1670 lbs at 20 PSF, 2260 lbs at 30 Tag truss I PSF and 2860 lbs at 40 PSF roof live load. TAGMAIN Dormer UNITUNIT L us A I Rafter E ROOF CLOSE-01EF C -unit Locate pier under wall each side of opening under tag ridge beam. Pier load is 1450 lbs. at 20 PSF, 1960 lbs at 30 PSF and 2475 lbs at 40 PSF roof live load. PIER REQUIREMENTS _ Unit I-beam Hurricane Tie -down strap. Install 2 at front and rear of each 1 -beam (8 total) for Wind Zone I. Ground Level Ground anchor FIG. 8 Pier with footing T-Pi.r Height See Table 1. Strap Angle: Wind Zone 1 - 20 degrees min. 60 degrees max. TIE -DOWN REQUIREMENTS DORMER TAG 4 1. Align C -unit as close as possible to the 13 -unit. Slide the tag and main units togetherwith rolling and jacking equipment. Care must be taken to avoid overstressing structural members. 2. Align ceiling material joints and level ceiling edges by jacking the C -unit inside "I" -beam until ceiling joint is flush. 3. Fasten C -unit to B -unit at roof line. Use #8x3" wood screws (toe -screwed) from tag unit (at end truss location) to main unit (see Figure 9 below). 4. Line up C -unit endwall studs with B -unit sidewall studs by moving C -unit floor either forward or backward as neces- sary. Fasten the walls together using 16d nails or #8x3" screws at 12 inches on center. Install sill sealer (roll of insulation) around perimeter of main unit before installing fasteners. 5. Level the floor by jacking on the inside "I" -beam of the C - unit. Fasten the header joists together with #8x3" screws 16" o.c. or 3/8" x 2-1/2" lag screws 2 to 3 ft. o.c. 6. Level the C -unit and install the required piers as shown in Figure 9 below. Follow pier and footing requirements as described in the Manufactured Home Installation Manual. 7. Install ground anchors and hurricane straps as shown in Figure 9 below, and perthe requirements of the Manufac- tured Home Installation Manual. 8. See roof covering close -off instructions for dormer tags on page 13. 9. Apply closure courses of siding to the front and rearwalls of the C -unit. Install the provided inside corners as per Figure 2. 10.Seal the joint under the floor between the tag and the main unit with sill sealer. TABLE 1 #8x3" screws 12" o.c. Piereiht Tag truss Wind Zone 1 16" TAG MAIN Dormer UNIT UNIT Rafter Locate piers at each end of sidewall opening into tag unit per Locate piers under front Manufactured Home Installation and rear walls of tag Manual requirments for sidewall 164' max. unit. Pier load is 3800 openings. lbs. at 20 PSF roof live load and 45W at 30 PSF root live load. ROOF CLOSE -OFF E .. C -unit Locate piers under unit I -beams, spaced at 68" o.c. max. Pier load PIER REQUIREMENTS unit I-beam is 2600 lbs. Hurricane Tie -down strap.lnstall 1 at front and rear of each I-beam (4 Pier with total) for Wind Zone I. footing T=- --- ---- ` `.: ------ Minimum Ground Level Strap Angle: Ground anchor Wind Zone 1 - 26 degrees min. 62 degrees max. TIE -DOWN REQUIREMENTS FIG. 9 TABLE 1 Piereiht Maximum Wind Zone 1 16" 60" DORMER TAG 5 1. Align C -unit as close as possible to the B -unit. Slide tag and main units together with rolling and jacking equip- ment. Care must be taken to avoid overstressing struc- tural members. 2. Align ceiling material joints and level ceiling edges by jacking the C -unit inside "I" -beam until ceiling joint is flush. 3. Fasten C -unit to B -unit at roof line. Use #8x2" wood screws from tag unit extended plywood (at end truss location) to main unit (see Figure 10 below). 4. Line up C -unit endwall studs with B -unit sidewall studs by moving C -unit floor either forward or backward as neces- sary. Fasten the walls together using 16d nails or #8x3" screws at 12 inches on center. Install sill sealer (roll of insulation) around perimeter of main unit before installing fasteners. 5. Level the floor by jacking on the inside "I" -beam of the C - Locate piers at each end of sidewall openings into tag unit per Manufactured Home Installation Manual requirements for sidewall openin s. Locate piers under unit I -beams. Piers are required at each end of beams and at center. Pier load is 3600 lbs. TABLE 1 Pier eight >< Minimum Maximum Wind 12" 45" Zone I unit. Fasten the header joists together with #8x3" screws 16" o.c. or 3/8" x 2-1/2" lag screws 2 to 3 ft. o.c. 6. Level the C -unit and install the required piers as shown in Figure 10 below. Pier locations at the Tag beam support columns are marked with paint underthe floor. Follow pier and footing requirements as described in the Manu- factured Home Installation Manual. 7. Install ground anchors and hurricane straps as shown in Figure 10 below, and per the requirements of the Manu- factured Home Installation Manual. 8. Apply closure courses of siding to the front and rear walls of the C -unit. Install the provided inside corners as per Figure 2. 9. Seal the joint underthe floor between the tag and the main unit with sill sealer. Locate piers at all four 156" max. comers of tag unit. Pier load is 2200 lbs. at 20 PSF roof live load and 2800 at 30 PSF roof live ad. us E N 0 Ba C -unit PIER REQUIREMENTS Hurricane Tie -down strap. Install at front, rear and center of each (- beam (6 total) for Wind Zone I. Ground Level / Ground anchor FIG. 10 #8x2" screws 12' o.c. —♦ Tag truss – a Dormer Rafter Main Unit Unit I-beam • Pier with footing Pier Height - •: See Table 1. Zane 1 - 18 degrees min. 58 decrees max.. DORMER TAG 6 1. Fold back underlayment and valley flashing and align C - unit as close as possible to the B -unit. Slide the tag and main units together with rolling and jacking equipment. Care must betaken to avoid overstressing structural members. 2. Bring the B -unit and C -unit sidewall beams together. Jacking the "I" -beams of the C -unit may be necessary. 3. Align ceiling material joints and level ceiling edges by jacking the C -unit inside "I" -beam until ceiling joint is flush. 4. Bolt the two triangular beams together as described in the Manufactured Home Installation Manual. Access to the beams is provided by two removable panels in the roof sheathing of each unit. 5. Line up C -unit endwall studs with B -units sidewall studs by moving C -unit floor either forward or backward as necessary. Fasten the walls together using 16d nails or #8x3" screws at 12 inches on center. Install sill sealer (roll of insulation) around perimeter of main unit before installing fasteners. 6. Level the floor by jacking on the inside "I" -beam of the C - unit. Fasten the header joists together with #8x3" screws 16" o.c., or 3/8" x 2-1/2" lag screws 2 to 3 ft. o.c. 7. Level the C -unit and install the required piers as shown in Figure 11 below. Pier locations at the sidewall beam support columns are marked with paint under the floor. Follow pier and footing requirements as described in the Manufactured Home Installation Manual. 8. Install ground anchors and hurricane straps as shown in Figure 11 below, and per the requirements of the Manu- factured Home Installation Manual. 9. Replace the access panels in the roof sheathing using 16 gauge x 7/16" x 1-1/2" staples or 8d twist nails at 4 inches on center. Install corner drip cap. 10.See roof covering close -off instructions for dormer tags on page 13. 11.Apply closure courses of siding to the front and rear walls of the C -unit. Install the provided inside corners as per Figure 2. 12.Seal the joint underthe floor between the tag and the main unit with sill sealer. Locate piers at all four 160" max. corners of tag unit. Pier load is 2800 lbs. (3600 Locate piers under each end of lbs at 60# roof, 4650 lbs opening between main unit and /at 80# roof). tag. Pier load is 6000 lbs. (8600 f lbs at 60# & 80# roof).29 E v Locate pier under wall, where ridge beam meets exterior wall. Pier load is 4500 lbs. (7600 at 60# roof, 9850 at 80# roof). C -unit Locate piers under unit I -beams 9'-0" o.c. max. Piers are required at each end of beams. Pier load is 2900 lbs. PIER REQUIREMENTS Unit I-beam Hurricane Tie -down strap. Pier with TABLE 1 Install 1 at front and rear of each footing Pier Height Minimum Maximum I-beam and 3 more evenly spaced (7'-0" o.c. max.) along Pier Height - See Table l. each I-beam 10 total). Wind 12" 44.8" Zone Ground Level Strap Angle: Ground anchor Wind Zone 1 - 19 degrees min. 56 degrees max. TIE -DOWN REQUIREMENTS FIG. 11 I Ml Locate piers under tag ridge beam column supports. Pier bad Is 3000 ft at 20 PSF, 4070 lbs at 30 PSF and 5140 lbs at 40 PSF roof live load.. i Locate piers under unit 14beams. Piers' are required at each end of beams and at center. Pier load is 4200 lbs. ,. f i .- t TABLE 1 i Pier eight Minimum Maximum Wind 12" 56" i Zone i i 160, max. DORMER TAG 7 #8)W screws 12- o.c. `► Tag truss ��♦ 1. Align C -unit as close as possible to the B -unit. Slide the -6. Level the C -unit and install the required piers as shown in tag and main units together with rolling and jacking Figure 12 below. Pier locations at the Tag beam support equipment. Care must be taken to avoid overstressing columns are marked with paint under the floor. Follow { . structural members. ... pier and footing requirements as described in the Manu - 2. Align ceiling material joints and level ceiling edges by * factured Home Installation Manual. jacking the C -unit inside "I" -beam until ceiling joint is 7.^ Install ground anchors and hurricane straps as shown in j flush. Figure 12 below, and per the requirements of the Manu - 3. ,Fasten C -unit to B -unit at roof line. Use #8x3" wood factured Home Installation Manual. screws (toe -screwed) from tag unit (at end truss location) 8. See roof covering close -off instructions for dormer tags to main unit (see Figure 12 below). • on page 12. , 4; Line up C -unit endwall studs with B -unit sidewall studs by 9. Apply closure courses of siding to the front and 'rear moving C -unit floor either forward of backward as neces- walls of the C -unit.. Install the provided inside corners as ' k - sary. Fasten the walls together using 16d nails or #8x3" per Figure 2.. screws at 12 inches on center. Install sill sealer (roll of 10.Seal the joint under the floor between the tag and the insulation),around perimeter of main unit installing main.unit with sill sealer. -before ` fasteners. 1 5. Level the floor by jacking on the inside "I" -beam of the C - ,,' . *F unit. Fasten the header joists together with #8x3" screws _ ! •,,Y 16" o.c., or 3/8"x2-1/2" lag screws 2 to 3 ft. o.c. Ml Locate piers under tag ridge beam column supports. Pier bad Is 3000 ft at 20 PSF, 4070 lbs at 30 PSF and 5140 lbs at 40 PSF roof live load.. i Locate piers under unit 14beams. Piers' are required at each end of beams and at center. Pier load is 4200 lbs. ,. f i .- t TABLE 1 i Pier eight Minimum Maximum Wind 12" 56" i Zone i i 160, max. Locate piers at all four comers of tag unit. Pier load is 1720 lbs at 20 PSF, 2340 lbs at 30 #8)W screws 12- o.c. `► Tag truss ��♦ _.y /PSF and 2950 lbs at 40 I� PSF roof live load. TAG MAIN Dormer UNIT Ratter UNIT '- r ;. E, - } a= ROOF CLOSE t.. -OFF M C -unit" Locate pier under wall each side of opening under tag ridge beam. I Pier bad Is 1500 lbs. at 20 PSF. 2035 lbs at 30 PSF and 2570 lbs at 40 PSF roof live load. + - PIER REQUIREMENTS t Hurricane Tie -down strap. Install 2. at front and rear of each I-beam (8. total) for -Wind Zone 1. Ground Level- ' Ground anchor T.. FIG. 12 Unit I-beam 111111111 1110 1 I:e 6 ► NO:10,1111:44u DORMER TAG ROOF COVERING INSTRUCTIONS 2. 3. 4. 7 If your home has a Dormer Tag 1, 4, 6 or 7 then follow steps 2 through 10. If your home has a Dormer Tag 3, then follow steps 11 through 17. If your home has a Dormer Tag 2 or 5, then no further work is required. Fold underlayment back in place on the C -unit. Apply asphalt cement between 1 st and 2nd layers to a point 24 inches (minimum) inside the sidewall (see Fig. 13). Fold undedayment back in place on the 13 -unit and overlay with the provided 36" wide roofing underlayment at the marriage line of the units; tack in place (see Fig. 13). Nail bottom layer of valley flashing back in place with 16 gauge x 3/4" x 1" staples or 12 gauge x 1-1/4" large head galvanized roofing nails at 12" on center (see Fig. 14). If the valley on the home is an open valley, follow step 6. If the valley is a closed cut type, then go to step 8. Apply a 3" band of asphalt cement between top and bottom layer of roll roofing. Fasten top layer of valley flashing same as step 4 above (see Fig. 14). Apply shingles from eave up to ridge. Shingles and the starter course are to be cut to form the 8" valley (see Fig. 15). Apply a S' band of asphalt cement between the shingle and the valley flashing. The shingles are to be fastened as described in the Manufactured Home Installa- tion Manual. Go to step 9. 8. First, install remaining shingles on the main unit side of the valley, extending them onto the dormer side. Shingles should extend onto dormer side 12" min. (see Fig. 16). Use normal shingle fastening (see Manufac- tured Home Installation Manual) methods, except that no fastener should be within 6 inches of the valley centerline and two fasteners should be placed at the end of each shingle crossing the valley. Next, apply shingles on the dormer side of the valley starting along the eaves and crossing the valley onto the previously applied shingles (see Fig. 17). Trim shingles no less than 2" back from the valley centerline. Trim one inch on a 45 degree angle from the upper corner of each end shingle. Finally, embed each end shingle in a 3" wide strip of asphalt cement. 9. When installing remaining shingles, take care to assure that butt joints of shingles on adjacent courses are not within 4" of each other. 10.Cut shingles for ridge cap and install as per the Manufac- tured Home Installation Manual. 36'WIDE UNDERLAYMENT CENTERED AT MATING LINE C -UNI B -UNIT UNDERLAYMENT UNDERLAYMENT-�, ASPHALT CEMI CORNER DRIP FIG. 13 SECURE BOTH LAYERS ALONG EDGE AT 12'O.C. UNDERLAYMENT 3' BAND OF ASPHALT CEMENT ALONG EDGE BOTTOM LAYER OF MINERAL SURFACED ROLL ROOFING FIG. 14 MINERAL SURFACED VALLEY FLASHING fTOP LAYER OF MINERAL SURFACED ROLL ROOFING . E OF VALLEY 5"BAND OF ASPHALT CEMENT Tj BETWEEN SHINGLES AND VALLEY FLASHING t OF VALLEY FIELD APPLIED SHINGLES CUT SHINGLE EDGES TO FORM 8" VALLEY FIG. 15 Valley centerline Roll Roofing Field installed shingles FIG. 16 II I Valley centerline Clipped Comer Field installed shingles.0 —f' r Asphalt cement FIG. 17 11. Fold underlayment back in place on the C -unit. Apply asphalt cement between 1 st and 2nd layers to a point 24 inches (minimum) inside the sidewall. 12. Fold- underlayment back in place on the B -unit and overlay with the provided 36" wide roofing underlayment at the marriage line of the units. Trim to fit along valley centerline. The underlayment is to be carried up onto the main unit fascia board 3" to 4" where the main unit sidewall overhang meets the tag roof (see Figs. 18 & 20). 13. Nail 2 layers of valley flashing roll roofing in place with 16 gauge x 3/4" x 1" staples. Apply a 3" band of asphalt cement between layers of roll roofing (see Fig. 19). 14. Trim the valley flashing so that it extends 1/4" below the FIG. 1$ edge of the main unit, and 2" below the point where the 2 units meet (see Fig. 20). 15. Apply shingles from eave up to ridge. Install step flashing against main unit fascia as shown in Figures 18 and 21. Shingles and the starter course are to be cut to form the 8" valley (see Fig. 20). Apply a 5" band of asphalt cement between the shingle and the valley flashing. The shingles are to be fastened as described in the Manufac- tured Home Installation Manual. 16. When installing remaining shingles, take care to assure that butt joints of shingles on adjacent courses are not within 4" of each other. 17. Cut shingles for ridge cap and install as per the Manufac- tured Home Installation Manual. Underlayment carried up onto Fascia Board 3" to 4". Step ft wiv posltww over stlingle so that next cause of shingles covers K canpletely. s band of asphalt cement between roll rooting and shingles. \ T band of asphak carn.nt along each edge._ Undertayment Rod D"Wng FIG. 19 Centertlne of valley. Shingles W wide layer of mineral surface roll rooang. Staple aWv each edge with 16GaXV4N1' staples 12• o.c. 18' wide layer of mineral surfaoe roll looting. Staple aleng each edge with 16Ga_414'0' staples 12' o.c. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ............ I s :NE Corporate Office - P.O. Box 743 - Elkhart, Indiana 46515. Mme or Domm a" V"Sy btaL Trim the upper end lower sedlons of flashing so the i tY extend 1 /4• below the edge of the mdn unR wtn una see Slep FWshkV DeVry Tp Unh ROOF C RING DErAt The tower In C.A dWlt � . , Hest 2- below the point wwtw. the roofs m . Ten the top tnw of flashing that will Be on the tag unit to overiap the nearest course of shingles. FIG. 20 No ffam Ruhtrg to fad " 24*o& g rhe. rl 2., taP laP-,, FIG. 2'1 s :NE Corporate Office - P.O. Box 743 - Elkhart, Indiana 46515. Aluminum duct or fiberglass ductboard duct. 10" minimum flexible Insulated metal wye (R-4 minimum). Typical Heat Duct Crossover Connection Notes: 1) See HVAC details for fiberglass ductboard ducts systems regarding duct size, register sizes, locations, etc. 2) See "Skyline Corporation Manufactured Home Installation Manual' for additional information regarding connection and support of heat duct crossovers. Register location (typical) vary. Aluminum duct or fiberglass ductboard duct. Aluminum duct or fiberglass Notes Corporate Office - PO. Box 743 - Elkhart, Indiana 46515-0743 Rev. 04/01 SKYLINE CORPORATION MANUFACTURED HOME INSTALLATION MANUAL BUTTE COUNT' BUILDING DIVISION APPROVED SICyLiNEo BRINGING Amma HOME. BRINGING Amikia Ift 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 Piers............................................................ 9 Design Requirements .................................. 9 Design Procedures.................................9-10 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 - Single Wides............................ :........... 13 - Double Wides........................:......... 14-15 Sidewall Openings ..................................... 15 Pavilion Dormer Blocking .......................... 16 Footing Sizes ....................................... 16-17 Chapter 5 — Set -Up Procedures 51 Moving Home to Location .......................... 18 Positioning Home ...................................... 18 Leveling and Blocking ........................... 18-20 - Single Wides................................... 18-19 - Double Wides... :.................. ................. 20 Adjustable Outrigger ................................. 21 Use of Water Level .................................... 22 Double Wide Interconnection ............... 23-24 Tie Down Instructions...........................25-26 Evaporative Cooler ...................................... Over -The -Roof Straps ............................... 26 Anchor Tables Wind Zone I .................. 27-29 Anchor Tables Wind Zone I I & I I I .......... 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 SETUP. PROCEDURES SHOULD SET UP THIS HOME Double Wide Exterior Closure ................35-37 51 - Masonite Siding.....................................35 44 - Vinyl Lap Siding......................................36 51 - HardiPanel & HardiPland Siding ............37 44 Installation of Shingle Roof ....................38-39 53 Double Wide Utility Interconnection .......40-43 - Flush Ridge Beam....................:............45 - Bonding .................................................. 40 - Electrical Crossover ............................... 40 - Heating Crossover.................................41 Air Conditioning Electrical Connect.: ........... - Gasline Crossover..................................42 Evaporative Cooler ...................................... - Waterline Cross Connect .......................42 Dealer Installed Blend Air ............................ - Drainline Cross Connect ....................... 43 Installation of Exterior Light Fixtures ...........43 Site Attached Structures .............................49 Venting of Skirting and Crawlspace.............43 Garage Ready Units .................................... Metal Roof Tightening ................................. 43 Porches & Decks ......................................... 43 Chapter 6 — Installation of Optional Features 51 Electrical Dryer Venting ............................... 44 Gas Dryer Installation..................................44 51 Gas Water Heater Venting; .......................... 44 Grill/Range Venting.....................................44 53 Paddle Fan Installation...........................45-46 - Flush Ridge Beam....................:............45 Electrical System Test ................................. - Protruding Ridge Beam .......................... 46. - False'Beam............................................46 Typical Under -Chassis . Air Conditioning Electrical Connect.: ........... 47 Evaporative Cooler ...................................... 47 Dealer Installed Blend Air ............................ 48 Expanding Rooms, Slide -Outs ....................49 Chapter 8 — Protective Window Coverings .................56-61 Site Attached Structures .............................49 Chapter 9— Final Inspection Garage Ready Units .................................... 49 Hinged Roofs and Eaves .............................49 Installation Inspection Checklist .................. 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 .................... 54 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. SET-UP SHOULD BE DONE ONLY BY QUALIFIED PEOPLE. WHOEVER DOES THE SETUP 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 SET-UP. 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 installa- tion 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 REVIEWEDAND ISSUED BY CONFORMITYASSESSMENT SERVICES 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 SET-UP, 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 SETUP. No one should be allowed under the home unless it is securely in place, even if it is not moving. 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 ROOF LOAD ZONE MAP ❑ SOUTH ❑ MIDDLE ® NORTH 20 PSF 30 PSF 40 PSF MT ND OR ID SD MN \VMVI WY MI NV NE IA IL IN OH PA CA UT CO KS MO KY W r. NC AZ NM I � OK I AR GA Tx La AK HI p ❑ ZONE I ❑ ZONE II .' WIND ZONE MAP ® ZONE III The following local governments listed by state (county/ parishes, 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 AK Hi " ZONE I ❑ ZONE 2 ❑ ZONE 3 HEATING AND COOLING ZONE MAP PA NC NY 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 preparation for a problem -free installa- tion 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 accumu- lation. 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 soil 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 SINGLE SECTIONAL DO CROWN AND 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 • - - i qac-u-� a -u. r!!�■� ■■ ■■ ■■ ■■ ■■ ._. :�I=1 -n=11=11 a1=1r�11`.11-11.-11.=1M,TIM"11.`.11=1I:=1711.=a •?IL=.11.=11.–.11.–�i-�–.......... - – –�i-a–u-11=IIP • •�:11.=11.=11..=:11..111.-11.-11. 11.- 1.-11.-.11.-11.-11.=11.-11. II. 11=11-11:-11;-11:-11:-11:-11' II'm11-11.-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 minimum thickness of available caps or concrete blocks, dimension 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 ef- fects, and are placed on either undisturbed soil or com- pacted 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 vertically 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 theiradjusting 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 nolmore 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 arid 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 preclude 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. Floating Slab System. When properly engineered by a registered professional engineer, compatible with the anchor- age 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 de- pends 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 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 Corporation. Please contact the Skyline division which manufactured the home or Skyline's National Director of Consumer Relations. 10 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 foundations 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 located 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 11 16✓ �� F 161 SINGLE PAD FOOTING . r. DOUBLE PAD 6" FOOTING SINGLE PAD FOOTING 24" Y \ �y ` DOUBLE PAD Y TRIPLE PAD FOOTING W�� . 1 .� DOUBLE PAD W FOOTING FOOTING DOUBLE PADFOOTINGI��TRIPLE eOUBLE LOAD DISTRIBUTING PAD FOR SUPPORTTWO PAD FOOTINGLOADDISTRIBUTINGPAD FOR SUPPORT (24' X 24" X 4") 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) 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 oryier 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 perpendicular 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 perpen- dicular to the I-beam frame. Footing - Solid concrete or other product approved fbr the purpose. Size according to Table 4. i Ground Level Footing below frost line when subject to frost heaving. 1/ 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 6.30 9B — 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. Fi 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 this manual entitled "Manufactured Home Installation for Perim - indicated 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 approval by the local Enforcement Agency. information concerning perimeter blocking. TABLE 1 PIER -LOADING UNDER MAIN I -BEAMS SINGLE -WIDE HOMES NOTES: 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 (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 2130 2420 2560 2410 2740 2940 2700 3060 3320 5 2660 3020 3190 3020 3420 3670 3370 3830 4150 6 3190 3620 3830 3620 4110 4410 4050 4590 4980 7 3720 4230 4470 4220 4790 5140 4720 5360 5810 8 4250 4830 5110 4820 5480 5880 5400 6120 6640 4780 1 5440 5750 5430 6160 1 6610 1 6070 1 6890 7470 10 5320 6040 6380 6030 6850 7340 1 6750 1 7650 8300 Wt. Per Foot See Note 4 532 604 638 603 685 1 734 675 1 765 830 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". ......... . CERT ' I I I = 09703 � S�bATEOF� �`, I r9 .A'D10 v �: ��'�///lost Pier A Pier B Pier C 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". < 6,_0„ ' I < 8,_0„ 01 I I I I Pier A Pier B Pier C -+.21.97 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 20' WIDE HOMES 24' WIDE HOMES 26'& 28' WIDE HOMES 32' WIDE HOMES Pier Spacing Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Under (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) Main 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF I -Beams Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof (Ft.) Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone 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 5750 5310 6030 6610 6030 6750 7470 10 4540 5160 5420 5250 5970 6380 5900 6700 7340 6700 7500 8300 Wt. Per Foot 454 516 542 525 597 638 590 670 734 670 750 830 See Note 5 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". < 6,_0„ ' I < 8,_0„ 01 I I I I Pier A Pier B Pier C -+.21.97 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 DOUBLE -WIDE HOMES 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 .• Unit sidewall Typical door or window 4 opening - Width varies see table below. A E� ,Floor joists Floor joists �i I j t + k Typical Pier 4x4 block, 4" longer j I> Typical Pier than joist spacing. j ~' ; Installed such that it �' spans joists on either See note 6:'" side of doorjamb. Pier installed when Pier installed when joist is not under joist is under SECTION'A-A' door jamb. door jamb. TAB L E M t 20' WIDE HOMES 78.5" MAX. OPENING 24' WIDE HOMES 26'& 28' WIDE HOMES MAX. OPENING 32' WIDE HOMES Nominal, Unit Width (Ft.) Span Between Columns (Ft.) See note 1 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 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 4800 3360 4480 1 5600 3600 4800 6000 18 2700 3600 4500 3240 4320 5400 3780 5040 6300 050 5 00 6750 20 3000 4000 5000 3600 4800 6000 4200 5600 7000 4500 6000 7500 24 3600 4800 6000 4320 5760 7200 5040 6720 1 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 .• Unit sidewall Typical door or window 4 opening - Width varies see table below. A E� ,Floor joists Floor joists �i I j t + k Typical Pier 4x4 block, 4" longer j I> Typical Pier than joist spacing. j ~' ; Installed such that it �' spans joists on either See note 6:'" side of doorjamb. Pier installed when Pier installed when joist is not under joist is under SECTION'A-A' door jamb. door jamb. TAB L E M t 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 be 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 12 500 640 790 810 1050 1280 1110 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 2620 20 440 570 690 720 920 1130 990 1270 1550 1100 1420 1730 24 500 640 790 810 1050 1280 1110 1440 I 1760 1250 1610 1980 26 520 680 830 860 1110 1360 1180 1520 1870 1320 1710 2100 28 540 700 860 880 1140. 1400 1210 1 1570 1930 1350 1750 2160 32 590 760 940 950 1240 1530 1310 1710 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 be 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 1300lbs. 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 SOIL BEARING FOOTING SIZES (IN x IN) OR EQUAL AREAS (SQ. IN.) SIZE 1000 PSF 1500 PSF 2000 PSF 3000 PSF L"', 4,jtl- SOIL BEARING VALUE 2665 3555 .5335 7110 REQUIRED 1000 PSF T Pier required at locations marked with an arrow. PSF 2000 PSF 3000 PSF 4000 PSF T T PIER 24000 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 1300lbs. 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 SOIL BEARING FOOTING SIZES (IN x IN) OR EQUAL AREAS (SQ. IN.) SIZE 1000 PSF 1500 PSF 2000 PSF 3000 PSF ALLOWABLE 6000 PSF SOIL BEARING VALUE 2665 3555 .5335 7110 REQUIRED 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF PIER 24000 16"x32" 3555 5335 7110 10665 14220 21335 32"02" 7110 10665 14220 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 (POUNDS) (SQ. IN) (IN.AN.) (SQ. IN) (IN.AN.) (SQ. IN) (IN.xlN.) (SQ. IN) (IN.AN.) (SQ. IN) (KAN.) (SQ. IN) (IN.AN.) 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 2424 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 2424 432 20x22 288 16x20 198 12x20 144 12x20 6500 936 3002 624 2426 468 22x22 312 16x20 216 12x20 156 12x20 7000 1008 3202 672, 26x26 504 22x24 336 18x20 234 12x20 168 12x20 7500 1080 3204 720 26x28 540 24x24 360 18x20 252 1420 180 12x20 8000 1152 34x34 768 28x28 576 2424 384 20x20 270 1420 192 12x20 8500 1224 34x36 816 28x30 612 2426 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 10000 1 1440 38x38 1 960 30x32 1 720 26x28 1 480 22x22 1 360 18x20 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"02" 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 10600 ' 14135 21205 — — 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 DESCRIPTION , 4" 6" 8" 12" Single Concrete 30"x30" square 40"x40" square 0� Block 36" round am Double Concrete 38"x38" square 48"x48" square X.E U Block 44" round c Single or Double 34"x34" square 45"x45' square Steel Pier 40" round CD p00 Quad steel Pier 46"x46" square Single Concrete 22"x22" square 30"x30" square 38"x38" square n� Block 28" round 38" round 48" round E� Double Concrete W xW' square 38"x38" square 46"x46" square LLU Block 36" round 46" round a c' Single or Double 26"x26" square 34"x34" square 42"x42" square o Steel Pier 32" round 42" round c) 0) N0° Quad steel Pier 38"x38" square 46"x46" square 44" round Single Concrete 20"x20" square 26"x26" square 32"x32" square 46"x46" square Block 24" round 32" round 40" round LL Double Concrete 28"x28" square 34"x34" square 40"x40" square M xU Block 32" round 40" round 48" round 0' Single or Double 24"x24" square WNW' square 36"x36" square CD M Steel Pier 28" round 36" round 44" round M00 Quad steel Pier WNW" square 42"x42" square 48"x48" square 40" round 48" round Single Concrete 16"x16" square NNW' square 26"x26" square 34"x34" square o z, Block 20" round 24" round 30" round 42" round o X m Double Concrete 24"x24" square 28"x28" square 34"x34" square 42"x42" square C Block 28" round 34" round 40" round E ( Single or Double 20"x20" square 24"x24" square WNW' square 39"x39" square a.� Steel Pier 24" round 30" round 34" round 46" round o@ om Quad steel Pier 32"x32" square WNW' square 42"x42" square 48"x48" square (0 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 SET-UP 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. 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 additiona 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 Positioning Home. When not placing the home on a between jack and steel I-beam to distribute the concentrated concrete slab or poured -in-place footings, mark the corners of loads. (See Figure 5-1) the home and lay out footings and support devices close to where they will be used. Then move the home or first section 3. Use a firm support under the jack base to prevent tipping into position. or settling of the jack. Skyline recommends a 12" x 12" or larger pad. Leveling and Blocking — Single -Wide Homes. 1. Before doing any jacking, place support piers for the home 4. Always follow the sequence of jacking outlined below to in the location under the home as specified in the home avoid overstressing structural members. 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 (- beams of the home. 7. Use jacks only for raising the home. Do not rely on the jacks to support the home. 18 `P -BEAM --------------- C CHANNEL 8" LONG 10 TON JACK JACK SUPPORT - LOCATE ON FIRM SOIL III -III -III -lII-111-111=11 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 adequately 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 pack 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. r7 L}J T - 2'-0" O r L J L`J rl, LJ L J MAXIMUM PIER SPACING I -BEAM AS SELECTED •_ �✓ �1_1 FROM TABLE 1 r L J r L J� TYPICAL PIER L J r+ -i L L�J _I T 10'-0" rim rt -1 MAX. L 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 consider- ation 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 FIG. 5 20 Pier at centerline within 1' of front and rear wall. This pier required only if there is a column located at the front or rear wall. (See Table 3) \t t /\ LIJ L LIJ AT MARRIAGE LINE L_J L4-, rfJ L h I THE CAPACITY REQUIRED BY TABLE 3 M FOR CONCENTRATED LOADS -2 OR i L J LJ L J 51— _ I I ' I BEAM , L r LJ LJ.j I i I i I r � fJ L�J 1 L J I ! J ri rill J L J L �J-1J L� AT MARRIAGE LINE L_J L4-, rfJ L h 'Dimensions vary. If pre -construction of footing is desired, contact the Skyline division that manufactured the unit for applicable dimensions. to -SID 4i8 2'-0" Max. Varies' Piers required at all interior column locations, per Table 3. (See detail) Max. Pier spacing as selected from Table 2. Centerline Support pier location indicator -Metal strap or centerline joist marked with paint beneath home or paper tag indicating pier location. desirable to construct the footings and piers (to grade height) 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 locations, 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 FIG. 5-5 RIM JOIST AT MARRIAGE LINE WHERE AVAILABLE PIERS DO NOT HAVE CONNECTOR THE CAPACITY REQUIRED BY TABLE 3 FOR CONCENTRATED LOADS -2 OR MORE PIERS MAY BE USED. THE SUM FOOTINGS AND PIERS SHOWN OF PIER CAPACITIES AT EACH SUPPORT FOR ILLUSTRATIVE PURPOSES POINT SHALL BEAT LEAST EQUAL TO ONLY—ANY APPROVED THE LOADS SPECIFIED IN TABLE 3. SYSTEM MAY BE USED. ANCHORING EQUIPMENT. FIG. 5-5 UPLIFTED CONNECTOR III 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 FOR ILLUSTRATION HURRICANE STRAP ONLY—ANY CAPACITY IS 3150# APPROVED PER STRAP METHOD MAY BE USED RIM JOIST 1/4" CABLE THIMBLE INSERTED IN'SLOT o CONNECTOR 1/4" CABLE HOLE. CLAMPS STANDARD HURRICANE STRAP IS TO BE GALVANIZED STEEL IN STRAP IS FOR INSTALLATION CONNECTED DIRECTLY CABLE 7/32" DIA. OF STANDARD HURRICANE STRAP TO APPROVED (7x7) OR 1/4" DIA. DESCRIBED ON PAGE 22. CONNECT ANCHOR. STRAP IS (7x17)TENSION TIE -DOWN STRAP ATTACHED TO WALL IN CABLE PER TIE- AS SHOWNECTLY LIFT CONNECTORASSHOWN BY FIG. B FI FACTORY. DOWN INSTRUC- 5-12. (SPLICE DEVICE NOT TIONS REQUIRED) TYPICAL MARRIAGE WALL STRAPS SET-UP PROCEDURES (Continued) I INSTALLATION OF "ADJUSTABLE OUTRIGGER" t r` { Perimeter joist 5-#12x2" wood screws A� F Thrust Bracket -al transverse floor joist 1 , Pipe , Main Unit I -Beam. Must be 6" +or- 10" deep or more. � , 1/2" a �z., :a �. Threaded Rod must ' be seated in corner of I -Beam web/flange. r - f ADJUSTABLE OUTRIGGER Adjustment nut ; F 3/4" threaded rod f 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; E or installed in highly corrosive environment, then it shall be painted with an exterior grade paint. `ff 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 12, Table 3A for required piei 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';1 -Beam spacing or 16' singlewides with 82.5" or 75.5" I -Beam spacing. 21 =l SET-UP PROCEDURES (Continued) FIG. 5-6 USE OF WATER LEVEL 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. t x 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 waterline 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 tempo- rary 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 6-8A. 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 2-1/2" (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 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 and 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. REVIEWEDAND ISSUED BY CONFORMITYASSESSMENT SERVICES 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.) Im 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 FASTEN- ING 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. ES Base over both floors at mating lines--. Ridge beam FIG. 5-8A Mating line rim joist ATTACHMENT OF GYPSUM PANELS AT DOUBLE -WIDE CENTERLINE J 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 5-86 below. Blocking if required, will be factory provided.--,, 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 I Centerline of Unit I I 4' for field installed gyp. Panel. INTERIOR VIEW FIG. 5-8B Gypsum Wallboard Panels Center gypsum panel is field installed. All required gypsum panels, fasteners and adhesives are supplied by the factory. Install sill sealer (provided) at endwalls, floor mating line and ridge beam bottom flange. LU FIG. 5-8A Mating line rim joist ATTACHMENT OF GYPSUM PANELS AT DOUBLE -WIDE CENTERLINE J 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 5-86 below. Blocking if required, will be factory provided.--,, 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 I Centerline of Unit I I 4' for field installed gyp. Panel. INTERIOR VIEW FIG. 5-8B Gypsum Wallboard Panels Center gypsum panel is field installed. 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 . )verturning forces resulting from side winds. A method used s to install ground anchors and tie -down straps in addition to :he piers. Tie -downs as described are the minimum neces- sary if the home is to withstand its design loads without lislocation. On multi -section homes, sections must be 'astened together and level before tie -down straps are in - WARNING BEFORE GROUND ANCHOR INSTALLATION, DETER- MINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRICAL CABLES, WATERLINES OR SEWER PIP- ING. FAILURE 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 . •E } 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 overtensioning the straps which might pull the home off the piers. It is recommended that all straps be tightened only enough to remove 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. r' 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. e Sharp corner protection at top and bottom of beam if strap is wrapped around beam. Unit I -Beam ` FIG. 5-9A SET-UP PROCEDURES (Continued) MANUFACTURED HOME TIE -DOWN INSTRUCTIONS (Continued) OPTIONAL OVER -THE -ROOF STRAP PROCEDURE If over -the -roof straps are provided (optional on all homes) they may be connected to ground anchors as specified in the following procedure in order to achieve additional stability in extreme winds. Note that the frame tie -down procedure on page 25 is still mandatory. STEP 1 61LF' 2 STRAP BUCKLE NOT PROVIDED PULL TIGHT DOWN TO ANCHOR JT Z 1 Fp Strap to frame tie -down procedure Note: Beam attachment device may be run to top or bottom of (- Beam if device is approved in that manner. FIG. 5-9 1 1/4" �MIN.- 141 MINUTEMAN STRAP DEVICE OR EQUIVALENT APPROVED ANCHOR FIG. 5-10 Materials not furnished with the home which will be neces- sary to properly connect the over -the -roof straps are: 1. Ground anchors capable of withstanding at least 4,750 pound pull when installed in the soil at the site. 2. Strap end connection devices (See 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 con- nection at the centerline. OPTIONAL UNDER -SKIN STEEL STRAP (FACTORY INSTALLED) STRAPS TO BE INSTALLED VERTICALLY R FIG. 5-11 S ANCHOR 1. Insert end of the strap through the slat on the splice device, allowing I W 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 the OVER -THE -ROOF STRAPS STEP 1 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 A -B ® STRAP SEAL Chance crimping tool. (Make all bends in the strap as sharp as ®SPLICE DEVICE possible by crimping with vise grip or larger pliers). STEP 2 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. 4. Repeat steps 1 through 3 with the mating strap. Draw the completed assembly down to the ridge beam by tensioning the strap in STEP 3 the 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. AN 14' O.C. MIN STRAPANGLE 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. STRAPANGLE 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 STRAPANGLE 7.8 Degrees, 4.9 Degrees for 32' Wides MAX. STRAPANGLE 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. STRAPANGLE 48.3 Degrees, 44.7 Degrees for 32' Wides - MINJMAX. PIER HEIGHTS FOR STANDARD HEIGHT PIERS - WIND ZONE I SINGLE-WIDES DOUBLE-WIDES ANCHORS/STRAPS 8' O.C. - NA 75.5 82 99.5 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 14'0.C. 75.5 82 99.5 75.5 82 99.5 12 ft WIDES H MIN in 12 36 14 48 16 - - 12 32 12 44 13 56 - - 12 23 12 , , 35 12 47 12 58 13 25 17 - 34 19 42 - - 12 34 13 31 - 15 40 - 12 16 12 25 12 33 - H MAX in 14 ft WIDES H MIN in H MAX in 16 ft WIDES HMIN in H MAX(in)60 18 ft WIDES H MIN in H MAX in DOUBLE-WIDES DOUBLE-WIDES WITH 5/12 ROOF PITCH MAIN I -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 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 MAXin 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 I -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 1 -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 �a H MIN in MAX in - - 12 - - 35 - - V.�'� ♦ See Table 5 & 5A for spacing 6" typ. d �► y Buckle -See Fig. 5-9% Strap -Seepage y _ +g19I-60� 2 1 * I I 25 for specs. $TATE OF Nli • 1"min. �NOIgN,f:��r� I-BeaA Main Frame H LStrapAngle —� Its A Stra Anchor Anchor rated and installed per ANCHOR TIE DOWN DETAIL FIG. 5-13 Anchor manufacturer's instructions SECTION A -A 27 TABLE 5A STRAP ANGLE TABLE FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES WIND ZONE I DOUBLE-WIDES ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. MIN. STRAPANGLE 6 Degrees, 7 Degrees for 32' Wides 4 Degrees, 5.5 Degrees for 32' Wides MAX. STRAPANGLE 63 Degrees, 67 Degrees for 32' Wides 70 Degrees, 73 Degrees for 32' Wides MINJMAX. PIER HEIGHTS FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES WIND ZONE I WIND ZONE I ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 8' O.C. MIN. STRAPANGLE 18 DEGREES _ MAX. STRAP ANGLE 63 DEGREES - DOUBLE-WIDES ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. MIN. STRAPANGLE 6 Degrees, 7 Degrees for 32' Wides 4 Degrees, 5.5 Degrees for 32' Wides MAX. STRAPANGLE 63 Degrees, 67 Degrees for 32' Wides 70 Degrees, 73 Degrees for 32' Wides MINJMAX. PIER HEIGHTS FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES WIND ZONE I DOUBLE-WIDES MAIN I -BEAM SPACING (in) WINDZONEI MAIN I -BEAM SPACING (in) ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. 75.5 82 '99.5 75.5 82 99.5 12 ft WIDES H MIN in 12 12 12 66 59 42 14 13 12 72 72 64 18 17 14 72 72 72 - - 18 - 72 - - - - - - - - - - - - - - - H MAX in 14 ft WIDES H MIN in H MAX in 16 ft WIDES H MIN in I H MAX in 18 ft WIDES I H MIN in I H MAX (in) DOUBLE-WIDES MAIN I -BEAM SPACING (in) ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. 75.5 82 99.5 75.5 82 99.5 20 ft WIDES H MIN in 12 42 12 67 12 72 12 72 - - - 12 60 12 72 12 72 - - 12 43 12 55 12 65 12 72 12 60 12 72 12 72 12 72 - - - 12 72 12 72 12 .72 - - - - 12 60 12 72 12 72 12 72 H MAX in 24 ft WIDES H MIN in H MAX in 26 ft WIDES H MIN in I H MAX in 28 ft WIDES H MIN in H MAX (in) 32 ft WIDES H MIN in H MAX in See Table 5 & 5A for spacing6" tYp• I I� 1-B 4am A A Strap Anchor ANCHOR TIE DOWN DETAIL FIG. 5-14 Buckle - See Fig. 5-9 Main Frame StrapAngle 13 1" min. . Anchor rated and installed per Anchor manufacturer's instructions SECTION A -A 28 Strap - See page 25 for specs. H TIE -DOWN DETAILS FOR EXTRA TALL PIERS (UP TO 8899) WIND ZONE 1ONLY TABLE 5B : T LFc ��•`����Fq ►STqG,���� { Straps and99:5" 19600312 = • s anchors to be I� :I % 3 .0-030 STATE OF s 4 installed 6'-0" 9�-P0.� o.c. maximum. F • '••• �A • ' \ A ,���•: S��NALE TYPICAL SINGLE -WIDE .� r i Straps and i anchors to be installed 12'-0" 99.5", except 24' _ wides may be 99.5", ! o.c. maximum. 82" or 75.5" I 8'-0" o.c. - maximum for units with 5/12 _ roof pitch H _t - A. X. IleTYPICAL DOUBLE -WIDE , t Notes: ' 1) Straps and anchors to be rated for 3150 lbs. of working stress min. f 2) See page 25 for strap material specification, connection to I -Beam and all other setup information. - E 3) See page 12 for required pier construction. 29 NOMINAL UNIT WIDTH Doublewides with Singlewides Doublewides - 5/12 Roof Pitch 14' 16' 24' 28' 32' 28' 32' StrapAngle,A, 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 (degrees) StrapAngle,A Min. 12 12 18 28 40 29 19 • Max. 88 88 88 88 88 i_ .88 88 - (degrees) Notes: ' 1) Straps and anchors to be rated for 3150 lbs. of working stress min. f 2) See page 25 for strap material specification, connection to I -Beam and all other setup information. - E 3) See page 12 for required pier construction. 29 ot Na * 19600312 3sTApiEO i yo,��.Np�pr1P'�, • °'•�ss�oNA� � • STANDARD TIE -DOWN DETAILS TABLE 6 STRAPANGLE STRAP SEE NOTE #1 ANCHOR TO BE RATED FOR 3684# OF WORKING STRESS, TOTAL FOR BOTH STRAPS. (INSTALLED PER ANCHOR MANUFACTURER'S INSTRUCTIONS SEE NOTE 3) SINGLE -WIDE F Fye j Ft =:I F� T'1 rTy I rT1 F'T 1-1-4 -4 -4 STRAP ANGLE STRAP ANGI ANCHOR TO BE RATED FOR 3684# OF WORKING STRESS, TOTAL FOR BOTH STRAPS. (INSTALLED PER ANCHOR MANUFACTURER'S INSTRUCTIONS SEE NOTE 3) DOUBLE -WIDE USE 24' WIDE RESULTS FOR 12' HALF OF 22' WIDE DOUBLE WIDES INSTALL STRAP & ANCHORS 6'-8'@ ZONE II 5'-4" @ ZONE III & 4'-0"@ ZONE II&III FOR SHED ROOF SINGLEWIDES SEE TABLE FOR ELEVATION & STRAP ANGLE LIMITATIONS 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" 250 TO 400 14" TO 26" 25° TO 41 ° 14' 12" TO 27" 20.5° TO 40° 2' TO 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" 360 TO 50° 16' 16" TO 36" 20.5° TO 40° 15.5" TO 38" 19,5* TO 41 ° 18' 20" TO 44" 20.50 TO 400 19" TO 47" ° ° TO 41 20' OR 22'* 12" TO 15" 340 TO 40° 12" TO 16" 34° TO 420 24' 12" TO 22" 24.5° TO 40° 12" TO 23.5" 24.50 TO 420 28' 12" TO 23.5" 23° TO 400 12" TO 25.5" 23° TO 42° 32' 12" TO 33" 1 16.6° TO 39.3° 12" TO 36" 16.6° TO 41.80 16' SHED ROOF 21" TO 27.5" 1 25.9° TO 32.40 21" TO 27.5" 25.90 TO 32.40 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, ORA 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 BYA PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION FOR STRAPPING, FLAT STEELAND 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 & 111. 30 SKYLINE CORP. ' TIE -DOWN DETAILS FOR 5/12 ROOF PITCH DOUBLE WIDES AT WIND ZONE II & III P . TABLE 6A`� - Optional Strap Standard Strap Sidewall location location straps are A2 factory Al installed. Straps and Anchors to be spaced 5'- 4" o.c. max. @ Zone II & 4'- 0" o.c. max. @ Zone III. --�-- u' ----- --- -- __ .wrs - --- -- __ H1 rM H2 - Y --- --- --- Ae ............ --- Ground anchor ,Fp .:(� (typical). .% 'b�.�♦ •� S 19600312 • r .�•0 i 49 t A .• r 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 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 TIE -DOWN DETAILS FOR UNITS WITH 102" SIDEWALLS Factory installed sidewall strap. Not required at Wind Zone I. Z Ground anchor (typical). TABLE 6B Alternate Tiedown Strap location. Wind Zone II or III only. Standard Tiedown Alternate Strap \ Strap location angle (A). 4 Factory installed sidewall strap. Not required at Wind Zone I. Ground anchor (typical). H TYPICAL DOUBLEWIDE Alternate Tiedown Strap location. Wind Zone II or III only. Alternate Strap Standard Tied angle (A). Strap location H 'AtiV TYPICAL SINGLEWIDE Standard Strap angle (A). STANDARD TIE -DOWN STRAP LOCATIONS �'""ll .•'�PT �Y.. �FG�4 6 4P ftto No. ' • • * 19600312 i 3.5.e 3 IS STATE OF XQ- Standard trap angle (A)• . 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 units @ Wind Zone I. 54" 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" 2 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 degrees 18.0 degrees 7.0 degrees 10.0 de rees 9 degrees 6 degrees 12" H Max. 28" 37" 25" 35" 20.6 degrees 19.0 de rees - 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. 1 12" 1 15.5" 1 12" 12" 1- - Zone III A Max. 45.7 degrees 1 45.5 degrees 1 45.8 degrees 45.5 degrees I- - A Max. 20.4 degrees 1 19.7 degrees 1 23.0 degrees 16.6 degrees I- ALTERNATE TIE -DOWN STRAP LOCATIONS NOTES: 1 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" 48" 1 - Wind H Min. 12" 12" 12" 12" - Zone III A Max. 20.0 degrees 18.6 degrees 20.6 degrees 19.0 de rees - A Max. 5.2 degrees 4.8 degrees 5.4 de rees 4.9 de rees - NOTES: 1 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 __/1I I-BEAM ------------- 1------- -- ---, ------------ �s TEAM - TYPICAL DOUBLE -WIDE GROUNDANCHOR-_ LONGITUDINALTIEDOWNS GLE MAX. HORIZONTALANr� (SEE TABLE) II FRONT OR REAR CROSS MEMBER TOP VIEW _r-- — ---- 1 -BEAM I-----------, TYPICAL SINGLE -WIDE ZZri-B EAM AM TYPICAL TYPICAL DOUBLE -WIDE BEAM ---------� L i -BEAM BEAM TYPICAL TRIPLE -WIDE MAIN SHOULDER -TYPE EYE BOLT, NUT & WASHER NOT PROVIDED LONGITUDINAL TI EDOWNS-_ L -T •J FRONTORREA 1STRAE_/ GROUNDANCHOR� CROSS MEMBER GROUND LEVEL CABLE -FRAME TIE -DOWN CONNECTION VERTICALANGLE 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 I DOUBLEWIDES w/5/12 ROOF PITCH MAX. VERTICALANGLE 1 46 135 118 1 NA 1 42 1 37 1 32 1 13 1 35 1 28 1 19 1 NA 1 23 1 42 MAX. HORIZONTAL ANGLE 120 120 120 1 NA 1 20 1 20 1 20 120 1 20 1 20 1 20 1 NA 1 20 1 20 2 TIE-D"OWN 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' TRIPLEWIDES TAG UNIT MAX. VERTICALANGLE 32 NA NA NA 27 .17 NA NA 11 NA NA NA NA 27 MAX. HORIZONTALANGLE 20 20 NA NA 20 20 20 NA 20 NA NA NA NA 45 4 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE II NOMINAL UNIT WIDTH (feet) SINGLEWIDES DOUBLEWIDES I DOUBLEWIDES w/5/12 ROOF PITCH ANGLES DEGREES 12' 14' 16' 18' 24' 26' 1 28' 1 32' 24' 26' 28' 32' TRIPLEWIDES TAG UNIT MAX. VERTICALANGLE 62 57 51 45 61 1 58 1 56 150 57 1 54 51 43 52 NA MAX. HORIZONTALANGLE 45 1 45 1 45 1 45 45 1 45 1 45 145 45 1 45 1 45 1 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' TRIPLEWIDES TAG UNIT MAX. VERTICALANGLE 56 49 41 31 54 51 47 39 49 45 41 28 42 NA MAX. HORIZONTALANGLE 45 45 45 45 45 45 45 45 45 1 45 45 1 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) for 34 99.5" I-beam spacing. H max.=35" with straps/anchors spacec 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. SET-UP 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. Apply + 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). r Note: Use 8d galvanized box FigureA 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. t typical studs 3/8" tyP I I II 4" I I 118; Ity• I P. hp•� 4"I I • I ' • I • tyP•, 1.1/8" typ 43/8" Perimeter Joist Unii Stain bottom { Centerline. edge Fi ure B > '' Double Wide Masonite; Close -Off Application r - Unit '_ ( Centerline • Butyl caulking at jointtyP •Masonite Siding4' Masonite Close -off field installed w/8d galvanized 8d galvanized box nails 8" o.c. at Wind box nails 4" o.c. Zone I; 6" o.c. at Wind r Zones II and III. Slain edges to match Masonite y (See note 1) • Figure C _ Figure D Vertical Joint , > Horizontal Joint Masonite Siding ` y Caulk joint w/ , butyle cau mg Flashing Masonite Strip (rip j Masonite Siding Masonite Siding from siding sheets) - < Stain Edges t Use 8d galvanized box • N to match • Use 8d galvanized nails 4" o.c. w/min. 3/ box nails 4" o.c. - 16" dia. heads t Masonite Siding (May be lap siding) . Figure E Typical Window Trim Application NOTE: 1. All ripped to be stained with matching acrylic latex 8" typ. At Wind Zone At&III :edges stain from siding mfr. Zone6"Typ. Wind Zone II &III Caulk with butyl caulking to match trim , 1/2" r Typ 1 Butyl caulking to "' , •' i • match trim (fill rabbettedarea)dX ... .- Use 8d galvanized box • nails w/min 3/16" die. - heads FIG. 5-18 , 35 t • 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 panel 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 cutting gable pieces. Install the gable pieces by interlocking with the lower course, sliding into the gable 'J' rail and fasten- ing. 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 Applied Applied Applied In DETAIL A KI LILILJ DETAIL C Mark Angle 2 Scrap Pieces for Cut of Siding __ _ Pattern for Angle DETAIL D FIG. 5-19 DETAIL E SET-UP PROCEDURES (Continued) I f - DOUBLE -WIDE EXTERIOR CLOSURE JAMES HARDIE "HARDIPLANK" OR "HARDIPANEL" SIDING fastenersevenly spaced between studs into sheathing at'Wind "Ha'rdiplank" and "Hardipanel" are fiber -cement siding Zone II and III only. ,"Hardiplank" siding is not allowed within 3 panels. "Hardiplank" is a lap style siding, and '`Hardipanel" is a feet of a sidewall/endwall corner at Wind Zone III. panel,type siding. Fasten the siding panels to framing mem- Finish siding by painting with an exterior grade, semi -gloss bers with 6d galvanized nails (2" long min. -2-1/4" with acrylic or latex paint. All ripped edges of panels should be "Hardiplank" at Wind Zones II and III) per the details shown in painted to match. Figure 5-20 below. "Hardiplank" siding requires 2 additional Figure A Fi ure B I Hardiplank- Rim Joist or Hardiplank Siding ►' Exteriorwall Siding, bottom plate '. ",; ' msµ;: v:> A ..; .: 1/4" to 1/2" - Fasten with 6d 1 "x2" Wood Stops nails 12" to 16" O.C. Starter Detail OutsideCorner 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 at11/9. 12" to 16" o.c. same course. 2 Stud bays required fromwall cornerto 1st�3/4" to 11"x1" Wood Stop joint. 3/8" Inside Corner Lap Joint 6d nail required at each stud location (16" o.c.). 2 FI ure F Figure E . additional nails required at wind Zones II and lll. �— • Hardiplank These fasteners shall be evenly spaced between Siding studs into a 3/8" (min.) structural sheathing. V " w;3s;%' ?•' g ss Window frame -' Flash, shim, gap 1-1/a^ min.1-1/ar'min. If « — = 3/16" and caulk. oveA�� overlap .•t!Ft�i�' ,�r.�'^ `w -%ii..'^... ' ty „„diic '°�i.3ii-' A�fi:Y'w`'}'i+%f;,. �„iz',� n`+`..•`-.x.,fi",', This fastening style is required HardiPlank Nailin:d at wind zones & Window Detail J nnl Figure G 2” min. from corners NOTE: 6d nail 6"o.c.atedges &"' •' •"-""' 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 edges & 5" o.c. in field at - Coverjoints Wind Zones II & III. - with lumber panels to both studs at double stud locations. • battens or Hardiplank . - f caulk. Siding 3/8" min. • •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 inter- connection 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 16" Site installed 4 shingles Ridge Shingles 9 ( / or 5 courses) Underlayment Underlayment paper �■+/ strip \ `. Sheathing 18" shingle 24" shingle N` 24" shingle 30"shingle 7back 36" shingle See Fig. 5-23 for Under fastening requirement paper 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 5 - Install shingles (each 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 SET-UP 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" - WIND ZONE. I r 36" Shingle x X z x z 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. Apply -caulking to closure cap - j� ' Secure closure cap with:#6x3/4',. II 5" Exposure screws at locations indicated j II a 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. -LWJJL Endwall Endwall Access to junction Side A box - inside home E ]I L Side B _ _ �- � Factory installed wire i FIG. 5-27 1 IG14 II 10LU11GN l Wl IUUIL V VWl 14lJ1.l (materials provided) FIG. 5-28 40 NM or SE cable 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- 2813). 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 S In Floor Cable Splice The correct procedure is as follows: 1. Remove bottom board access covers (See Fig. 5-28C). 2. Feed cable through hole or notch in joists. 13. Connect cable splice together. 4. Replace access covers with provided bottom board tape i t Exterior access panel on both halves. Fasten with wood screws to wall studs. FIG. 5-28C Endwall studs 20 Amp Non - Metallic cable splice - Type NM -(Dor cable splice )art no. 9045). Factory installed wire protectors over notches in studs Marriage Line for Double wide + FIG. 5-28D I r" - I ` DUCT NOTE: Some models may require that an axle or axles be removed to connect the crossover duct or connect the home air distribution system to the heating - cooling appliance. During transit free ends of cable are coiled and secured in the wall cavity. SUPPORT STRAPS(TYR) 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" cross-over ducts that are installed in the floor. The method of installation for the standard design is as follows: 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. ar . 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). CROSSOVER DUCT FIG. 5-29 DUCT NOTE: 5 STRAPS AS SHOWN TO FLOOR JOISTS. MINIMUM CLEARANCE TO GROUND TO BE 4". -91 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. 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. FLEXIBLE FLOOR INSULATION RIM JOIST DUCT DECKING rT BOTTOM 7 �rrr� �i,rrr BOARD , .� , r , � r ' r r r �.i PLYWOOD REINFORC- ING PLATE (TYP. EACH STRAP SIDE) SPLICING COLLAR OPTIONAL CROSSOVER DUCTS FOR STANDARD FRAME FLEXIBLE RIM JOIST SPLICING FLOOR DUCT 7 COLLAR [DECKING r r Ew" r r r r LSL OR LVL BEAM w/ INTEGRAL FLOOR FRAME STEEL I -BEAM BOTTOM w/PERIMETER FRAME BOARD 7ACCESS AREA(TYR) 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 HOLES IN ALT, WATER LINE CROSSOVER SIDE J IST BRASS ADAPTE FLOOR COPPER FLEX PIPE_\ DECKING O O ------------------ ------------------ BRASS ADAPTE IN�TION� NOTE: WRAP WATER LINE CONNECTOR WITH INSPECTIONAND INSULATION IN FREEZ- ACCESS COVERS TO ING CLIMATES. PERMIT CONNECTION AND INSULATION OF FIG. 5-30 WATER LINES p� MAKE WATER CROSSOVER L� WITH CONNECTORS FIG. 5-31 PROVIDED WITH THE HOME ALT. WATER LINE CROSSOVER I Centerline Access Panels FIG 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 COUPLLERD 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 ap- proximately 48" D.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 POWER 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. FACTORY INSTALLED NOTE: SOME LIGHTS WILL USE LIGHT BOX TWO BOLTS WHICH THREAD INTO THE MOUNTING STRAP IN LIEU OF THE THREADED ROD ILLUSTRATED p 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 open- ings 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 readily 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. 43 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 ACCEPTABLE 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 personnel 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 following 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 A. FLUSH RIDGE BEAM 4. a. Insert the ceiling wire through a knock out hole in the side of the electrical box. NOTE: It may be necessary to For proper ceiling fan installation, an electric outlet box cut a notch from the top on the supply wire side of the and the decorative center beam to contain the box have been center beam hole to allow the supply wire to be inserted in provided for attachment to the ridge beam at the unit electrical box without binding against center beam during centerline. installation. CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS OFF. 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.) 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. Install the box in the hole and secure flange (plastic box only) to the center beam with 4 - #6 x 1" screws. \ Mr/ CEILING BOARD SUPPLY WIRE COILED & / SECURED FOR SHIPMENT NOTCH BEAM AT HOLE IF NECESSARY 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. 9. 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). NOTE: APPLICABLE TO U.L. LISTED PADDLE FAN WITH A SWIVEL TYPE MOUNTING BRACKET. FIG 6-1 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 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. FIG. 6-2 B \FAN V FROM C 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 CLAMP WIRE AT BOX INLET: 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 Beam Toe -nail bottom halves of---"' �r Electricalwire-factory false beam together w/ installed paddle pan. 16d nails 16" o.c. Decorative foam block. Gypsum close -off Yp Fasten to beam w/2 -16d panel - fasten to ® nails or 2480" screws. false beam w/ staples 6" o.c. around perimeter. O Electric box - U.L. listed for use with paddle fan. Secure to false beam per FIG. 6-2A its installation require- ments. 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 ELECTRI- CAL 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 function box must incorporate 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 in- spection 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 REQUIRE— MENTS DISTRIBUTION PANELBOARD PROVIDED ,FIELD &,INSTALLED JUNCTION BOX- ` FUSED DISCONNECT BENEATH HOME REMOTE CONDENSING CONDUIT UNIT of =ui=ni�ui=m =ni FIG. 6-3 = _ _ 111 NOTE: THE ELECTRICAL CONNECTION 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. 64). EVAPORATIVE COOLER LOCATED ON ROOF OF HOME WEATHERPROOF BOX ROOF • JACK COLOR CODE - WHITE................................................... Neutral - YELLOW................................................ Pump ROOF BLACK ................................................... High Fan FIG. 6-4 RED............:.......................................... Low Fan GREEN .................................................. Ground 47 INSTALLATION OF OPTIONAL FEATURES (Continued) STANDARD BLEND -AIR INSTALLATION WITH DEALER INSTALLED EXTERIOR HEATING/COOLING Figure 6-5 below depicts the Evcon Standard Blend -Air installation used with homes designed for dealer installed exterior heating -cooling systems. The Evcon Standard Blend -Air unit provides whole - house ventilation and is designed to operate when the exterior heating or cooling system is in use. The following information is important when electri- cally interconnecting the Standard Blend -Air with the exterior heating -cooling unit system: Chase fully en duct. Standard Blend -A Access panel r exposing dame assembly. Grille with filter to Blend Air filti 4 -Wire thermostat cable to outdoor unit. See manufa turer instructions 1 wiring to exterior heat -cooling unit. - 1. The Standard Blend -Air must be connected to a heating -cooling unit with transformer having at least a 40 Va. Capacity. 2. The wiring of 4 -wire thermostat cable from the Blend -Air control -to the exterior heating -cooling controls is to be as follows: -Green Connector - blower continuous run -Red connector - 24 v. supply -White connector - system heating -Yellow connector - system cooling Return Air alled 4 -wire thermostat oor thermostat. /11 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 --- ' Factory insi it control box cable to ind smoved, er tube (Access Box aii )r) return or Return Air alled 4 -wire thermostat oor thermostat. /11 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 garage. 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 - field installed Storm collar - fi( Flashing - field installed Top section of flue pi f 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 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 flashing, storm collar and termination cap for the fireplace 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 ARA 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 utility 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 rechecked 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 connection 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 1/2,11 3/4 & 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 prior to shipment; however, it is essential that the system be retested by qualified personnel for leaks prior to use. (Many utility companies require this on-site test.) The instructions printed on the tag near the gas supply connection must be followed (See Fig. 7-1). In some localities, utility companies and/or building inspectors 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 1W 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 3. Check the gauge after 10 minutes; there should be no drop in pressure. 4. Check the piping to appliances by pressurizing to at least 10 inches but no more than 14 inches water column and applying a bubble solution to all joints and flexible connec- tors. 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 T.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 connecting to lot outlet, use a listed gas supply connector for manufactured homes rated at ❑ 100,000 Btuh or more. ❑ 250,000 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. Ajunction 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 TABLE 7 MAXIMUM LOAD & MAIN BREAKER SIZE (AMP) CONDUCTOR SIZE1(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 1 #6 1 2" 12"x 12"x4" 225 2-3/0 & 1-1/0 1 #4 1 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 FOL- LOW THESE INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. 53 UTILITY SYSTEM CONNECTION AND TESTING (Continued) Front or rear crossmembers Multisection Frame Bondinor any set of outriggers on g opposite halves B HALF A HALF I 54 Ground clamp with screw Ground wire should_ be the same used on panel box Typical Under Chassis Feed Connections d d FLOOR FLOOR a. Flex conduit 0--79 b. Feeder conductors CONDUCTORS f c. Junction boxb d. Raceway a B -Black "hot 5�'- R - Red "hot" e. Conduit connector W _ White "neutral" e a f. Approved electrical G - Green "grounding" connectors b g. Insulated, bushing Typical Meter Base Installation and Grounding ® UNDERGROUND ENTRANCE BE 230-26. \ BRANCH MAIN PANEL CIRCUIT METER RVICEI SEICBASE 1 I _ MAIN DISCONNECT METER BASE MAIN PANEL JUMPER MANF'ANtL.tNGLVJUMt, ENTRY BONDED TO GROUND ENCLOSURE BAR METER BASE NEUTRAL BUS BAR d t CHASSIS CONDUIT OR BONDIN WIRE 94 CABLE SERVICE GROUNDING LUG ON CHASSIS TO GROUND G GROUNDING ELECTRODE ELECTRODE METER Bf GROUNDING ELECTRODE NDUC- SND I UNDERGROUND ENTRANCE BE 230-26. MAIN PANEL METER RVICEI SEICBASE I v v STRAP Ilk, 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 masthead, 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 rAr 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) X E metei* socket and service o equipment panel. Pictoral o 2 hole galvanized only, actual equipment may pipe strap vary with each manufacturer. Service Entrance Breaker4 Field install 4 wire feeder to distribution panelboard. Use m copper 75 degree C rated conductors (types RH, RHH, in 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 At 150 amp service - 2-1/0 (AWG), 142 (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. r 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. / �ti>>r,rrrffill Plywood face grain I CERT Ply wood ' _ !i 09703 face grain : -o ; ct- _ / #8 wood screws. vo '. STATE OF W 4' FIG. 8-1 See Table 8 for '• . ,�F., �No�AN? `���k size and spacing.- ON A L1111110% Window Size. See Table 8. ,n Q 2x4 Receiver / 2x2 any grade SPF .I---------=-----� 3/8" plywood, APA Rated Exterior Sheathing with 20/0 span rating. Fasten 2x2s to 2x4s with 2-8d -----------------� nails at each connection. 6" o.c. . , Plywood seam over 2x4. Plywood I / _---- face grain---� i---- —_---_— #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 WALLAREA WALLAREA WITHIN 3' OF CORNER STANDARD WALLAREA WALLAREA 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 1 10- 10 1 10" O.C. 72" 10 10 1 10 10 1 6" O.C. 3' 3' 3' 3' FIG. 8-3 131 1 3' 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. 3. 3/8" with 24/0 span rating. Fasten to receiver w/#8x2" wood screws. 4. 1/2" with 32/16 span rating. Fasten to receiver w/#8x2" wood screws. 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. Z# 09703 = 7. 5/8" with 40/20 span rating. Fasten to receiver w/#8x2-1/4" wood screws. 8. 7/8" with 48/24 span rating. Fasten to receiverw/#8x2-1/2" wood screws. STATE OF : W1 9. 3/4" with 48/24 span rating. Fasten to receiver w/#8x2-1/4" wood screws./NDIANP' �,�'' 10. Plywood with wood frame required. ff/0 ... �\0��� 3' 3' • 0. 3' 3' 3' 3' FIG. 8-3 131 1 3' 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. DUE TO THE LIMITED TIME BETWEEN WHEN A STORM INSTRUCTIONS FOR INSTALLING SHUTTERS ONTO A WARNING IS ISSUED AND WHEN THE STORM COULD HIT PHILIPS PRODUCTS LAP MOUNTED ALUMINUM WINDOW AT YOUR LOCATION, WE RECOMMEND YOU DO THE FOLLOWING BEFORE A STORM WARNING IS ISSUED: 1. For each window size, measure the width and height of the 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 & side 8" maximum 3/18" (bottom only) DOD SHUT VERTICAL CROSS SECTION OF SHUTTER ATTACHED TO FRAME HEAD AND SILL win FLA IMPORTANT: DUE TO THE SHORTNESS OF THE EXTERIOR FLANGE ON THE FRAME SILL, THIS O DIMENSION MUST BE w MAINTAINED.X W 58 3/18" (bottom only) exterior flange of the window. (These become the shutter 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 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 Woo 7/16"TRIM----I HARDBOARD 7/16 �{S� � Wood As Required By Design APPRO 1/2" E As Per MFG. Standard INTERIOR OF HOME WINDOW RETURN FIN #8x1"Screw II @ 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 AS PER MFG STANDARD LVINYL WINDOW FRAME 3/4" PLYWOOD HOME INTERIOR #8x1 1/4" SCREW @ 12" O.C. MAX WOOD AS j \ ITI/IIII IulElll S GN EQD BY DESIGN 7 WINDOW RETURN FIN VINYL SIDING-/ Exterior Sheathing $-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 ----- Plywood face grane ' #8 x 3 Wood Screws 12" o.c. max. #8 x 4 " Wood Screws 6" o.c. for a sliding glass door Door Frame Wall Studs CERT #09703 = -o of �'. STATE OF ' �v zNOIANP VN�`.` f f/O N * l E.�.���• X 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 manufacturer's instructions. Exterior Siding and Trim. There are no gaps, voids, or missing 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 - hanging 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 possible to cross -ventilate the entire space under the home. 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: ❑ Alignment/Close-Off DW ❑ Level 0 Fuel ❑ Water ❑ Electric ❑ Doors ❑Windows ❑ Ceiling ❑ Trim ❑ Electrical Systems/Fixtures ❑ Cabinets ❑ Furniture ❑ Keys 62 ❑ All Warranties INSTALLATION/PLACEMENT: ❑ Foundation ❑ Tie -Downs UTILITY CONNECTIONS ❑ Sewage ❑ Cross -Over Duct EXTERIOR ❑ Roof ❑ Siding/Trim INTERIOR ❑ Paneling ❑ Floor Covering/ ❑ Drapes ❑ Doors ❑ Plumbing ❑ Appliances ❑ All Manuals r k r t� f r t' i t _ f' - S f 63 k ' - S 63 S RVEMINES BRINGING AMID HOME. BRINGING AEG [ON. Corporate Office — P.O. Box 743 — Elkhart, Indiana 46515 03/04 aml INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: IR. HEALTH, CHICO DATE: RELEASE rENV. HEALTH HOLD ON BUILDIN FINAL FOR: OWNER NAME:(' �.cj/G, SEPTIC: WELL: AP#: Z — 0/%DRESS/LOCATION: Comments: GL/memos/releasehold