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027-050-004
LAND DEVELOPMENT SHEET ENCLOSED ASPPLICATION FOR DETERMINATION A.P.# 027-050-004 PLANNING FILE DET 98-02 B06-2313'�Y� '-6,-;027-050-004 CERTIFICATE OF COMPLIANCE RESIDENTIAL SFD-Mobile Home PFS AP # 027-050-004 NEW MH ON PERM 6945Z;4F4o,, BLACK, GARY G & CATHERINE 0 COPY of Document Recorded .., RECMDING REQUESTED BY - 8 -Mar -2007 2007-0011270 Has not been compared vith original AND WHEN RECORDED MAIL TO: BUTTE COUNTY RECORDER 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. BLACK, GARY G & CATHERINE BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 834 5TH ST 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS CROCKETT BUTTE CA 94525 OROVILLE BUTTE CA 95965 CITY 00UNTY STATE ZIP CITY COUNTY STATE ZIP 6945 Oroville Ccuntry Club Rd B06-2313 (530) 538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT BUILDING PERMI LEPHONE NUMBER Oroville BU`T'TE CA 95965 3/7/2007 CITY COUNTY, STATE ZIP SIGNATURE LQYAL AGENCY OFFIC AL DATE SAME NONE UNIT OWNER (if alsc property owner, write "SAME" DEALER NAME (if not a dealer, write "NONE") SAME NONE MAILING ADDRESS, DEALER LICENSE NO. SAME k -1I T Wt -NI Y JIAIt GIP UNIT DESCRIPTION SKYLINE HOMES 2006 3702 -CT MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMENUMBER 8V70 -0277 -V -A/13 50'X 127 52'X 12' SERIALNUMBER(S) LENGTH X WIDTH REAL PROPERTY LEGAL DESCRIPTION: SEE ATTACHED' ASSESSOR'S PARCEL NUMBER: 027-050-004 HCD FORM 433(A) REV 8/91 PFS 984656/7 INSIGNIA/LABEL NUMBER(S) r t ' I 1 ORDER -NO. BU -162876-3 DESCRIPTION I 4 THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: THE SOUTH HALF OF LOT 1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SUBDIVISION ITO. 4 OF PALERMO CITRUS TRACT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 26, 1890. I i r ' r 4 I f I f -FOUNDATION SYSTEM CERTIFICATE OF OCCUPANCY BUILDING PERMIT NUMBER: B06-2313 Address -or location of unit: 6945 Oroville Country Club Rd Oroville CA 95965 Legal Description of Real Property: 027-050-004 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: BLACK, GARY G & CATHERINE Owner's address: 834 5TH ST CROCKETT CA 94525 INSIGNIA OR HUD NUMBER: PFS 984656/7 SERIAL NUMBER OR V.I.N.: 8V70-0277-V-A/B MANUFACTURER'S NAME: SKYLINE HOMES YEAR: 2006 OFFICIAL APPROVING INSTALLATION: DATE: 3/7/2007 PHONE: (530) 538-7541 H.C.D. 513 • f f _ 1 I . d � - �� ' I - �# {.. f I i� i ' .. i . � i i I 0 VCI e 5 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website:�vww.buttecounty.net/dds Permit N:): B06-2313 Issued: 10/25QQ/29�06 Address: 6945 Nm*r*d0MD � "tG°bOroville APN: 027-050-004 Permit Subtype: SFD-Mobile Home Owner: BLACK, GARY G & CATHERINE Applican' SKYCREST ENTERPRISE CC MUST BE ON JOB SITE JOB SHALL BE READY PRIOR TO CALLING FOR INSPECTION. THE INSPECTION CARD AND APPROVED PLANS MUST BE AVAILABLE FOR EACH INSPECTION OR THE INSPECTION WILL NOT BE E MADE AND A RE -INSPECTION FEE MAY B pti:)n: NEW MH ON PERM FND 1 ASSESSED. ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING . Instion T e IVR INSP DATE Setbacks z 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground./'r_," el 1 216 Forms/Steel/Holdowns 1 122 Do Not Pour Concrete Until Above are Signed -------------------------------, .I Gas , OFFICE COPY A Bldg Permit Masi. - , Masc'- ; Address: Undf. UndF T —� Shea GAS By '• `! D / .0710) Und€ E ectdc By. `' ' c ` D atl Undf' tI Gas P pirg' "- 403 1 Do Not Install Floor Sheathing or Slab Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Roof Nai' 129 Shower Pan/Tub Test 408 Fire Sprinkler 702 Do Not Insulate Until Above Signed Wall Insulation I117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Gas Test 404 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Building ina 802 Electrical. Final 803 Mechanical Final 809 Plumbing Final 813 P Inspection 0 1 r , , UffA � — WAk — tI1 r�M t NOTES roject Final 801f1 3 PERMITS BECOME NULL AND VOID 1 YEAR FI:OM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A I YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICESt 7 County Center Drive • Oroville, CA • (530) 538-7541 '1 CORRECTION NOTICE r OW14'ER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please 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. �O✓''�✓`"} w: • t.y r ,f. 7y /� v / C Date 2 L� Inspector REV 4/05 Phone # +s 'v FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 'S COUNTY OF BUTTE BUILDING DIVISION 4 DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 T l CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please 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. M c—� kl 1, �_�a L'_+ 4-0 P •) 'prY, S rZdor 32`' l�lriv�dl � o i —� u C o�d� L ; �` �l-(er P � • -t'• �. �, ,e ~ Date �'7 / / J J 7 Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 .,..urvTY OF BUTTE ' BUILDING DIVISION DEPARTMENT OF -DEVELOPMENT -SERVICES «� 7 CountyCenter Drive •`OroVille, CA • (530) 538-7541 * CORRECTION NOTICE°f t OWNER P' PERMIT NO. 3l 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. J �_ � P�JJ U�'�`c�; d:� �� cN-, s s �� ,�{ �•� � f- cam' s +-f✓ �a �- - . i Date t 2 `' Inspector 14 REV 4/05 +Phone # i FOR RE -INSPECTION CALL: -538-7636 OR 891-2834 CORRECTION NOTICE COUNTY OF BUTTE OWNER PERMIT NO. • BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 4 7 County Center Drive • Oroville, CA • (530) 538-7541 hi work is you If completed. have an p y y questions pertaining to this matter, or need additional CORRECTION NOTICE Date /./-3-06, Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 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 you If completed. have an p y y questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. o W J211.AA4__ 15`'1 << P Q4o ._ d d/J M Date /./-3-06, Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 Reoo,'d of ttw Request of -Mid Valley Title i Escrow Company Order No. Escrow No. 162876-3 MAM Loan No. WHEN RECORDED MAIL TO: GARY AND CATHERINE BLACK 834 FIFTH ST CROCKETT, CA 94626 MAIL TAX STATEMENTS TO: SAME AS ABOVE DOCUMENTARY TRANSFER TAX $1a 9 +. Oorrpuled an tfa ownwmdon or vAn of popwq oaw.y.t on X CWvAed an to o wWwatlon or vara ba km or anorrdxwwss rsrmk*v of *ns of saN. �`'k, 17 .: •: •..: • .: r 72'. v : �:•: OU -060-0" GRANT DEED - FOR A VAUTASLE CONSIDERATION, receipt of wfdch Is hereby admowledged, HENRY T. RUNGE, JR., TRUSTEE OF THE HENRY T. RUNGE, JR. AND CYNTHIA A. RUNGE L ING TRUST hereby GRANT(S) to GARY G. BLACK and CATHERINE E BLACK, husband and wife, as Joint Tenants the real property In the w*noorporated area of the County of deac«Ibed as SEE ATTACHED LEGAL DESCRIPTION P e. :.... _ 8 • STATE OF CAUFORNIA COUNTY OF Butte BUTTE .On December 10, 1997 bebre me, Penny C. England, Notary Public pefsar&gy app&wW Henry T. Runge, Jr. State of Callrornla, iENTRY T. RUNGE, JR. AND CYNTHIA A. RUNG TRUST r, ., TRUSTEEA 1 pwsonely hewn to me (a proved to na an Me Mob of sat Woq wldbnce) to be the Wsw(s) whose nana(s) Wme subsarlaed b the within ratrun wit ane admowWged b ms that h*WwAhvj exeated ttto carne . in hkAwAhalr auth dud apdty(WW. and *W by hkftwAheh slgnature(s) an the k*Mxrant the pwrsoMs) or to w0y upon behaM bh perron(s) ailed, axeaAf(i the VVfTNESS and c,flolal SIg11l; PENN' C. ENGLAND s Commlubn 1 107911? Mfr CPS) I401ory fNltglr. �kft County. Cowomio Y Co ml:oon Exp. DEC. 311999 ,. i' 97-0470091 1f Rec Fee 8.00 I D 0 C -19.25 '> Recorded I IHF 2.00 Official Records I Chick 29.25 I County of I Butte I Candace J. Grubbs I 7 Recorder I 9:00am 11 -Dec -97 I MVTC MP 2 WALE ABOVE TW U+E FOR 11EooROOM USE = DOCUMENTARY TRANSFER TAX $1a 9 +. Oorrpuled an tfa ownwmdon or vAn of popwq oaw.y.t on X CWvAed an to o wWwatlon or vara ba km or anorrdxwwss rsrmk*v of *ns of saN. �`'k, 17 .: •: •..: • .: r 72'. v : �:•: OU -060-0" GRANT DEED - FOR A VAUTASLE CONSIDERATION, receipt of wfdch Is hereby admowledged, HENRY T. RUNGE, JR., TRUSTEE OF THE HENRY T. RUNGE, JR. AND CYNTHIA A. RUNGE L ING TRUST hereby GRANT(S) to GARY G. BLACK and CATHERINE E BLACK, husband and wife, as Joint Tenants the real property In the w*noorporated area of the County of deac«Ibed as SEE ATTACHED LEGAL DESCRIPTION P e. :.... _ 8 • STATE OF CAUFORNIA COUNTY OF Butte BUTTE .On December 10, 1997 bebre me, Penny C. England, Notary Public pefsar&gy app&wW Henry T. Runge, Jr. State of Callrornla, iENTRY T. RUNGE, JR. AND CYNTHIA A. RUNG TRUST r, ., TRUSTEEA 1 pwsonely hewn to me (a proved to na an Me Mob of sat Woq wldbnce) to be the Wsw(s) whose nana(s) Wme subsarlaed b the within ratrun wit ane admowWged b ms that h*WwAhvj exeated ttto carne . in hkAwAhalr auth dud apdty(WW. and *W by hkftwAheh slgnature(s) an the k*Mxrant the pwrsoMs) or to w0y upon behaM bh perron(s) ailed, axeaAf(i the VVfTNESS and c,flolal SIg11l; PENN' C. ENGLAND s Commlubn 1 107911? Mfr CPS) I401ory fNltglr. �kft County. Cowomio Y Co ml:oon Exp. DEC. 311999 ,. - - 1 AFTER RECORDING RETURN TO: Butte County Public Works Dept. LAND DEVELOPMENT DIVISION 7 County Center Dr. Oroville, CA 95965 CERTIFICATE OF COMPLIANCE Assessor's Parcel Number: 027-050-004 This Certificate of Compliance is hereby issued by the County of Butte to certify that the land division which created the parcel of property identified below complies with the applicable provisions of the Subdivision Map Act and of Chapter 20 of the Butte County Code. Issued to: TED RANGE P.O. Box 2042, Oroville, CA 95965 Property Location: On the East side of North Road, approximately 850 feet northeast from its intersection with Oroville Country Club Road. Palermo area. Description: All that certain property located in the County of Butte, State of California, more particularly described in attached Exhibit "A". This certificat3 relates only to issues of compliance or noncompliance with the Subdivision Map Act and I:)cal ordinances enacted pursuant thereto. The parcel described herein may be sold, leased, or financed without further compliance with the Subdivision Map Act or any local ordinance enacted pursuant thereto. Development of the parcel may require issuance of a permit or permits, or other grant or grants of approval. Issuance of this- Certificate is conditional upon the following conditions which have been imposed pursuant to the Butte County Code Chapter 20-167 and Government Code, Section 66499.35 (b), to protect the public health and public safety as contained in attached Exhibit "B". State of California, County of Butte, on NOVEMBER 5, 1997 , before me, Anne Belser, Notary Public, personally appeared, Stuart Edell, personally known to me 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 pBrson(s) acted, executed the instrument. WITNESS my hand and official seal. ANNE BELSER, N ARY PUBLIC ANNE BELSER © Comm. ##107 9981 NOTARY PURI !C CALIFORNIA BUTTE COUNTY COMM. Exp. Oct. 9. 1999 County of Butte Development Review Committee CHAIRMAN 97-04171,( Rec Fee 8.00 / IHF 2.00 Recorded / Cash 10.00 Official Records I County of l Butte / Candace J. Grubbs l Recorder / 10:38am 6 -Nov -97 / PUBL XX 2 CERTIFICATE OF COMPLIANCE Assessor's Parcel Number: 027-050-004 This Certificate of Compliance is hereby issued by the County of Butte to certify that the land division which created the parcel of property identified below complies with the applicable provisions of the Subdivision Map Act and of Chapter 20 of the Butte County Code. Issued to: TED RANGE P.O. Box 2042, Oroville, CA 95965 Property Location: On the East side of North Road, approximately 850 feet northeast from its intersection with Oroville Country Club Road. Palermo area. Description: All that certain property located in the County of Butte, State of California, more particularly described in attached Exhibit "A". This certificat3 relates only to issues of compliance or noncompliance with the Subdivision Map Act and I:)cal ordinances enacted pursuant thereto. The parcel described herein may be sold, leased, or financed without further compliance with the Subdivision Map Act or any local ordinance enacted pursuant thereto. Development of the parcel may require issuance of a permit or permits, or other grant or grants of approval. Issuance of this- Certificate is conditional upon the following conditions which have been imposed pursuant to the Butte County Code Chapter 20-167 and Government Code, Section 66499.35 (b), to protect the public health and public safety as contained in attached Exhibit "B". State of California, County of Butte, on NOVEMBER 5, 1997 , before me, Anne Belser, Notary Public, personally appeared, Stuart Edell, personally known to me 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 pBrson(s) acted, executed the instrument. WITNESS my hand and official seal. ANNE BELSER, N ARY PUBLIC ANNE BELSER © Comm. ##107 9981 NOTARY PURI !C CALIFORNIA BUTTE COUNTY COMM. Exp. Oct. 9. 1999 County of Butte Development Review Committee CHAIRMAN • 1r CERTIFICATE OF COMPLIANCE - Page 2 TED RUNGE AP 027-050-004' f , EXHIBIT "A" All that certain real property situate in the unincorporated area of the County of Butte, State of California, described as follows: I The South half of Lot 1 of Subdivision No. 4, of the Palermo Citrus Tract, according to the Official Map thereof, filed in the office of the County Recorder, of the County of Butte, State of California, July 26, 1890. TOGETHER WITH right-of-ways as shown on said Subdivision Map. r EXHIBIT "B" 1. Prove that adequate quantities of domestic water for a single family residence are available to the parcel. r t NOTE: All new structures must meet the Fire Safe Regulations of the Butte County Code and Public Resources Code 4290 and 4291. i j .oPRTMENT _ l� r �5 11eCIC W/O9� Department of Public Works C o u n t y o f B u t t e J. Michael Crump, Director LAND DEVELOPMENT DIVISION 7 County Center Drive Shawn H. O'Brien, Assistant Director Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 November 28, 2006 Gary G. & Catherine E. Black 834 Fifth Street Crockett, CA. 94525 Re: Notice of Compliance AP 027=050=004 Dear Mr. & Mrs. Black: . Enclosed please find the Notice of Compliance that was issued by the Butte County Development Review Committee and recorded on October 19, 2006, under Serial Number 2006-0054982, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. .Sincerely, Stuart Edell Manager, Land Development Division SE/kp Enclosure cc: Environmental Health Department uilding Department (B06-2313) 'Plan-iing Division (DET 98-02) GIS; Attn: Larry Public Works, Louis AFTER RECORDING RETURN TO: Butte County Public Works Dept. LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 NOTICE OF COMPLIANCE Recorded i Official Records I County of l Butte I CAIVtDACE J. GRUBBS I County Clerk-Recorderl I i @M30AM 15-0ct-M i REC FEE 10. a 3C Page 1 of 2 Assessor's Parcel Number: 027-050-004 l This Notice of Compliance is hereby issued by the County of Butte to certify that the condition(s) imposed on the Certificate of Compliance, recorded on November 6, 1997, under Butte County Serial Number 97-0041714, have been fulfilled to the satisfaction of Butte County on property identified as: Issued to: Gary G. & Catherine E. BLACK 834 Fifth Street, Crockett, CA 94525 Property Location: East side of North Road, approximately 850 feet northeast from its intersection with Oroville Country Club Road. Palermo area. Description: I All that certain property located in the County of Butte, State of California, more particularly described in attached EXHIBIT "A". This certificate relates only to issues of compliance or noncompliance with the Subdivision Map Act and local ordinances enacted pursuant thereto. The parcel described herein may be sold, leased, or financed without further compliance with the Subdivision Map Act or any local ordinance enacted pursuant thereto. Development of the parcel may require issuance of a permit or permits, or, other grant or grants of approval. Issuance of this Notice of Compliance is pursuant to the Butte County Code Chapter 20-167. State of California, County of Butte, on October 17, 2006 , before me, Thomas L. Blixt, Notary Public, personally appeared, Stuart Edell, personally known to me 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(s) acted, executed the instrument. WITNESS my hand and official seal. County of Butte THOMAS L. BLIXT, NOTARY LIC THOMAS L BUXT f Canndadon N 1688705 Nofay PubYC - Ca tanto _ 101NVC0"M89"AAs25.201J STUART EDELL, DEPUTY COUNTY SURVEYOR r NOTICE OF COMPLIANCE - Page 2 Gary G. & Catherine E. BLACK AP 027-05.0-004 i "EXHIBIT "A" All that certain real property situate in the County of Butte, State of California, described as follows: The south half of Lot 1 of Subdivision No. 4 of the Palermo Citrus Tract, according to the Official Map; thereof, filed in the office of the County Recorder, of the County of Butte, State of California, July 26, 1890. TOGETHER,WITH right-of-ways as shown on said Subdivision Map. f END OF DOCUMENT I? r it 0 � 0 C 0 0 00 1 15 , AUbLIC WOOc Department C o u n t y J. Michael Crump, Director Shawn H. O'Brien, Assistant Director November 28, 2006 Gary G. & Catherine E. Black 834 Fifth Street Crockett, CA 94525 Re: Notice of Compliance AP 027-050=004 Dear Mr. & Mrs. Black: of Public Works o f B u t t e LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 Enclosed please find the Notice of Compliance that was issued by the Butte County Development Review Committee and recorded on October 19, 2006, under Serial Number 2006-0054982, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266: Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely,: Stuart Edell G" Manager, Land Development Division SE/kp . Enclosure cc: Environmental Health Department ✓wilding Department (B06-2313) Planning Division (DET 98-02) GIS, Attn: Larry Public Works, Louis ^� 2006®0054982 AFTER RECORDING RETURN TO: Butte County Public Works Dept. LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 NOTICE OF COMPLIANCE Assessor's Parcel Number: 027-050-004 Recorded I "Official Records I County of I Butte i CAN1DACE J. GRUBBR I County Clerk-Recorderl f i 01@20AW IMct-2006 I REC FEE Iel. 00 JC Pane 1 of 2 This Notice of Compliance is hereby issued by the County of Butte to certify that the condition(s) L imposed on the Certificate of Compliance, recorded on November 6, 1997, under Butte County Serial Number 97-0041714, have been fulfilled to the satisfaction of Butte County on property identified as: Issued to: Gary G. & Catherine E. BLACK 834 Fifth Street, Crockett, CA 94525 Property Locaton: East side of North Road, approximately 850 feet northeast from its intersection with Oroville Country Club Road. Palermo area. Description: All that certain property located in the County of Butte, State of California, more particularly described in -attached EXHIBIT "A". This certificate relates only to issues of compliance or noncompliance with the Subdivision Map Act and local ordinances enacted pursuant thereto. The parcel described herein may be sold, leased, or financed without further compliance with the Subdivision Map Act or any local ordinance enacted pursuant thereto. Development of the parcel may require issuance of a permit or permits, or other grant or grants of approval. Issuance of this Notice of Compliance is pursuant to the Butte County Code Chapter 20-167. State of California, County of Butte, on October 17, 2006 before me, Thomas L. Blixt, Notary Public, personally appeared, Stuart Edell, personally known to me 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(s) acted, executed the instrument. WITNESS my hand and official seal. County of Butte THOMAS L. BLIKT NOTARY LIC STUART EDELL, DEPUTY COUNTY SURVEYOR MOWS L euxT C4lY1Rd *m # 1688705 t alai► pift - caaromla Buns cant 110,*CoRW8*ftAq25.201 l NOTICE OF COMPLIANCE - Page 2 Gary G. & Catherine E. BLACK AP 027-050-004 "EXHIBIT "A" All that certain real property situate in the County of Butte, State of California, described as follows: The south half of.Lot l of Subdivision No. 4 of the Palermo Citrus Tract, according to the Official Maps thereof, filed in the office of the County Recorder, of the County of Butte, State of California, July 26, 1890. TOGETHER WITH right-of-ways as shown on said Subdivision Map. IJ -P ® a- 9,:5-o &�7,0 51- �yEN7 OF STATE OF CALIFORNIA •—•• BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT • m DIVISION OF CODES AND STANDARDS S _*T-- SSI MANUFACTURED HOUSING PROGRAM c`h'tintt oF.��' MAN :UFACTURER.CERTIFICATE OF �N-�Z-313 NUMBER: 8760419 ORIGIN J C 1, �;;'#,;�) 3`i }i' ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTURED HOME OR MJLTI-UNIT MANUFACTURED HOUSING NUMBER OF ❑ SF,0 (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS 7 COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: SKYLINE HOMES I1±C 90002 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: street 1720 EAST BEAKER STREET WHO%ND Blatta) 957 $ 66, 781.75 'MANUFACTURER TRADE NAME: MODEL NAME AND/OR.NUMBER: DATE OF MANUFACTURE: adESTBR00K 370'2. -CT 10/1912006 NAME OF DEALER OR TRANSFEREE (OWNERSHIP. TRANSFERR=TO):'.CALIFDEALER,NUMBER.OR, DATE OF TRANSFER: TRANSFEREE;DESIGNATION: 10/20[2(306 SKYCREST FNTE.RPI SES/CO�j.S1N GARY DEALER OR TRANSFEREE ADDRESS: � 99 E CEI( CA 5973 (Street) tv)" state (zip) .INVENTORYCREDITOR-NAME: GE C D F INVENTORY CREDITOR ADDRESS: P.OBOX 94900 , PALATINE IL,. _ 60094 . (Street) ;� t I State Zi MANUFACTUZER SERIAL NUMBER HC D INSIGNIA OR.HUD LABEL NUMBER LENGTHFINCHES WEIGHT INCHES (POUNDS) ±SECTIQN SV70-0277-V--B PFS 98.4.656° 600. 19,0128V70 -0277—V -•A PFS 98k ? 4 , 21.00 TRANSPORTER NAME: BENNET.T TRUCK TRANSPORT _ TRANSPORTER ADDRESS: P.O. .BOX 179 'DU H:AA1.. CA•. 95938 t(sveet -. City)-_ state zI DESTINATION FOR UNIT DESCRIBED ABOVE: •1,(NAME COUSIN GARY' E. AO LE ' 13468 ):lWL 95 E �HICO CA 95973 Veet _ C' _ Stele .. - (zip) I certity under penalty of perjury under the lawn of the State of California that the above tecta are true and correct 10/20/ 200E WOODLAND POLO CA Executed on (Date) I (City.)-•----•- (County) (State) SIGNATURE OF AUTHORIZED AGENT: DISTRIBUTION: ORIGINAL (PINIQ FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (NHFTE: FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812.1828; WITHIN FIVE (5) DAYS OF RELEASE: COPY. 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 483.0 - Side 1 - (7/97) BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 6945 Ner h -R+ 010 CA WO Owner: Permit N0: B06-2313 APN: 027-050-004 BLACK, GARY G & CATHERIN Issued Date: 10/25/2006 By KEJ Permit type: RESIDENTIAL 834 5TH ST Subtype: SFD-Mobile Home PFS CROCKETT, CA 94525 Expiration Date: 10/25/2007 Description: NEW MH ON PERM FND (510) 787-2734 Occupancy: R-3 Zoning: ARMH Contractor Applicant: - Square Footage: SKYCREST ENTERPRISES SKYCREST ENTERPRISES Building Garage Remdl/Addn 13468 HWY 99 13468 HWY 99 1,198 CHICO, CA 95926 CHICO, CA 95926 Other Porch/Patio Total (530)342-2694 (530)342-2694 1,198 FEE INFORMATION County Impact - Mobite $1,548.32 SMIP - Residential $7.79 Fire Ping Appl Fee (SRA) -Bldg $109.98 Fire Ping Appl Fee (SRA) -Fire- $95.00 Impact Processing Auditor $50.00 Impact Processing DDS $50.00 Mobile Home $329.94 Mobile Home Plan Check $219.96 Res Impact Fees - Mobile $1,690.40 Total Charged: $4,101.39 Fees Paid: $4,101.39 Balance Due: $0.00 Receipt No: B655 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License SKYCREST ENTERPRISES 812930 / C47 / 09/30/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such peril to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY CF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Divts on 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. 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 X 10/25/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: CO,cio Signature Date 'Rodi❑ 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 Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). r'-y�� I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, foo the performance of the work for which this permit is issued. / The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Cartier. State Fund policy Number: 4761244006 Exp. Date:06/0112007 Contractor's License Law.). (This section need not be completes if the peril is or on-7ndred dollars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 10/25/2006 compensation provisions of Section. 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 10/25/2006 Ihereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Slate laws relating to building SignatU Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS $?00,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) injury,hisincluding death, and property damage caused t is arising out of, a in any way connected with o,o the issuance of this permit. I hereby acknowledge that issuance of this peril does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for ins ection purposes. I hereby certify that I am the pro erty owner or am authorized act on the pr rty owner's behalf. 10/25/2006 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] tint Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR DAgent for Owner Agent for Contractor FILE COPY /J'�- Lender's Address City State zip BUTTE COUNTY I l� DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CMCO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecountymet/dds "PLEASE PRINT CLEARLY' OWNER INFORMATION Last Name 0/f ¢ /_ .,E/ N� �i� lq Address -38 -jr-46— City�„�c Statee,q Zip? 2 �- 7 Phone ro- - Fax E-mail APPLICANT INFORMATION CONTRACTOR Nam Name C f -r_ rr v e n Aw E-mail Address t e, State city� co Phone State/* Zip S 3 Phone State License Number Fax E-mail Lic. # F3� CI ss APPLICANT INFORMATION ARCHITECT/ENGINEER Nam Phone Address E-mail City Lot # State Zip Phone Address Fax E-mail State License Number APPLICANT INFORMATION Name/ IV a Address Ci State Zip Phone Fax E-mail PPLICANT SIGNATURE X or office use only: Zoning — Flood Zone I X I SRA I s No Occ. 2 Type Const. Vn Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS t(i K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PP 1 of 2 0, P��--EyyRMIT (91a 0?3 BIN # PROJECT LOCATION AP#Oo�%— Pro erty Ad es I C� Cross Stregt/ QQ.. O •G; WORKER'S COMPENSATION Policy Number e 00 Carrier /✓ ��v��i�hJr.rcir.,c Szyv. � i If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address /�J Description or ope of Work: /' ' (T My 7),2 Sq FT- Living �/ g Garage Open Cov ❑ Structure Built withobt Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by:,q%n Amount: Receipt Dat � 6• SRA Sheriff SMIP Other Total REV 8-12-05 a, Butte- County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B06-2313 Date: 09/27/2006 Location: By: AAM Parcel Number: 027-050-004 Sub Type: SFD-Mobile Home PI Owner Name: BLACK, GARY G & CATHERINE Phone: (510) 787-2734 Description: NEW MH ON PERM FND The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ■ ■ LMM■-1 City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: Signature of Propery Owner: Date: 09/27/2006 FILE BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM EATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) Property Owner (s Project Location /Address Subdivision Name +/ New Development Alteration/Addition(s) Mobile home Building Permit Number ����; Assessable Sq. Ftge )lq<;( Type of Residential Development (check one) Single Family -Detached Single Family -Attached Non -Residential to Residential Multi -Family Dwelling Mobile home replacement verified by Assessor Department Demo` Permit (date issuedj� ) Comments: �-'I l fir' q ���• Z-7.i_�0.�'t verified by Building Department 0 CARD ❑ PRPD 0 DRPD certifies that: ,A�l�n Name U Phone Number -I Mailing Address ICity State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: , \ V n r Dwelling Units @ $ l Square Feet @ $ Remarks: per unit for a total of $ per sq foot for a total of $ Paid by Check No: Paid by Cash: Receipt No: BUTTE COUNTY FEE SUMMARY Printed: 09/27/2006 7 County Center Drive 1:13 pm F Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B06-2313 Job Address: { . Contractor: SKYCREST ENTERPRISES 13468 HWY 99 CHICO, CA 95973 Fee Description Account Number Fee Amount Paid Date Pmt Amt County Impact - Mobile MH - Public Works - Veh/Egp - 1851-0-280-1011853 $537.56 MH - Public Works - Roads 1831-0-280-1011001 $732.28 MH - Public Works - Facility 1851-0-280-1011852 $278.48 Fire Ping Appl Fee (SRA) -Fire - -Bldg 0100 -450001-4617240-1010 $95.00 09/27/2006 $95.00 Fire Ping Appl Fee (SRA) ' 0010-440001-4210500-1010 $109.98 Impact Processing Auditor 0010-050-4617998-101001 $50.00 Impact Processing DDS t j 0010-440001-4617999-1010 $50.00 Mobile Home 0010-440001-4210500-1010 $329.94 Mobile Home Plan Check _- 0010-440001-4210500-1010 $219.96 09/27/2006 $219.96 Res Impact Fees - Mobile MH - Gen Govt - Facility 1808-0-280-101001 $505.36 MH - Sheriff Facility 1840-0-280-1011841 $237.92 MH - Sheriff - Jail i ' 1800-0-280-1011811 $288.00 MH - Library Vehicles 1825-0-280-1011828 $3.67 MH - Library Materials 1825-0-280-1011827 $123.18 MH - Gen Govt - Veh/Egp 1810-0-280-101001 $233.07 MH - Sheriff Veh/Egp 1840-0-280-1011842 $116.09 MH - Library Facility 1825-0-280-1011826 $183.11 SMIP - Residential i 1 1001-0-280-1011298 $7.79 i• • i Printed By: Alice Mefford 49101.39 $314.96 Balance Due: $3,786.43 } At the time of permit application, I was advised the above fees are required prior ro issuance of the permit. These fees may be changed during the plan checking process. I r I Signature: Date: 09/27/2006 a Pursuant to Government code Section 66020, you are herby notified those items listed above may been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified inkGovernment Code Section 66020(a). School District A.P. Number Property Owner Property Locatioru Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) mnt9 C%% Building Department No. ng 7''a2�risdiction: Q .City • Ile County Uq�Lb0_1 Lot No. ........................................................................................ Residential Development © Q Q Sq. Footage //g( No of Living Mobile Home Addition/ "Supplemental to (Group. R) Units Installation Conversion Permit # Commercial/Industrial 0 /New Addition B � '�`•,; .,,: ..�. rf 07006'?District Identification No. I j,k h t_.t'{ '(A f,� t School District certifies that L1} J, ec�-- Department *(No foundation inspection) ........................................................................................ Deed Restricted Sq. Footage, (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) Date'• (Applicant) ` 5eo -- -7�`-a73V Ptreet Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. D� D by payment of $ t I representing ' I -/ 0 square feet. School District Representative if f 1 Paid by Check # t Remarks: t V, 7177 21c A i , rB 2926 $ L MITIGATION $ Date iVoBa: You may protest the Imposition of the fees Identified above by submitting a written prolest.to the District, In comptianea with Govemmant Cods Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any cotirt action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee CertMation Form, the School District is nodfled by the applicable Local Planning Agency that this project Is bahig owls under tit CNNomia Envirornrental GuaNty Act (CEPA). this project may bo subject to additions! school teas to fuify ntogab Its Impact on the school dhtblct's schools. White (school district), Yellow (building department), Pink (applicant) f elorm xis (3MSWm Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: O Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during schedul,-d inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a remind. -r to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and adirimistration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municiyalcodes.lexisnexis.com/codes/butteco/ Reference Number: B06-2313 Date: 09/27/2006 Location: Parcel Number: 027-050-004 Owner Name: BLACK, GARY G & CATHERINE Phone: (510) 787-2734 Description: NEW MH ON PERM FND Signature of Property Owner: 4—Date: 09/27/2006 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965. (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds C O O 0 0 0 �Z f'�i�/�„�g National pollutant Disharche Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B06-2313 Location: Parcel Number: 027-050-004 Owner Name: BLACK, GARY G & CATHERINE Description: NEW MH ON PERM FND Date: 09/27/2006 By: AAM Sub Type: SFD-Mobile Home PI Phone: (510) 787-2734 By signing below, I the project owner/owners' 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 buildouts 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 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 this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 09/27/2006 COPY of Do 27 -Sep -2805 Has not original AND WHEN RECORDED MAIL TO: BUTTE CO BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE i OROVILLE, CA 95%5 i { i i ! ' AGRICULTURAL STATEMENT OF ACKNOWLEDGMEN FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuanct property described herein is adjacent to land or included within" an area zoned for agricultural purp property may be subject to inconveniences or discomfort from the use of agricultural chemicals, in( herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but plowing, spraying, pruning and 1harvesting whichoccasionally generate dust, smoke, noise and established agricultural purposes and residents within said zones and on adjacent property should b inconvenience or discomfort from normal, necessary farm operations. All that real property situated in the County of Butte, State of California, described as follows: I i � I SEE ATTACHED LEGAL DESCRIPTION Date `� -=� -C)CP I PROPERTY OWNERS: I X A&W -4d GaryG. ack State of Californi1� County of (3Gt tM� KA,43. m pw 7 • �:2-w—y" Personally appeared Chi n.t known to me (or proved to me the within instrument and capacity(Les ' and that by hi*% person(J) acted, executed the h WITNESS my hand and oflich Signature'/CA-F-&tl1Prii 1 - APN: 027-050-004 1 I L V TarLn K60 li Recorded 2805-7 compared vith COUNTY RECORDER of a building permit. The ses, and residents of this .uding, but not limited to Lot limited to cultivation, odor. Butte County has prepared to accept such E. Black M Gk Mat- Z V,0l Gad trir`Q C • Rla�(L I personally Lasis of satisfactory evidence)to be the person® whose nameO is/are subscribed to edged to me that 4w/"they executed the same in �eFNer/their authorized signatureLs� on the instrument; the person or the entity upon behalf of which the KATHRE N Z. LAMMERS COMM. # 1492245 A i8ii NOTARY P BLiC•CAUFORNIA 1 COUN OF BUTTE Comm. Ex ires May 27, 2008 + w�Yip.•..� wJe ♦ • e .. .. - .... .. •rw`y... ..�..�•` t. •..i rrtl,My•...•C{r..!.If M..pw... .�. ORDER NO. BU-162876-3 1 =1 DESCRIPTION i THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: i j • THE SOUTH HALF OF IAT 1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SUBDIVISION 110. 4 OF PALERMO CITRUS T11ACT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 26, 1890. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 c@06-005058? Recorded I REC FEE 10.00 Official Records I County of I CONFORPED COPY 1,00 Butte I CANDRCE J. GRUBBS I County Clerk-Recorderl I I NZ 012:26PN 27 -Sep -2005 I Page I 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 ordiscomfort 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 --I --V a --Q7 e PROPERTY OWNERS: X' -& X 1 -,d axems-' GaryG. B ack Catherine E. Black State of Californi County of f3G Dl.o before me, Z . L-ay"vv.a r—\ . IqV i -&NA P. Personally appeared Gi zi,t Cc , G act -5,"ol -ec--- - U tar (L personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose nameU hr/are subscribed to the within instrument and acknowledged to me that-hefs#+e/they executed the same in hisAw/their authorized capacityfes , and that by hisAtWtheir signatureL's� on the instrument, the person or the entity upon behalf of which the person(§) acted executed the instrument. WITNESS my hand and official seal Signature'/ - Seal: APN: 027-050-004 KATHREEN Z. LAMMERS COMM. # 1492249 NOTARY PUBLIC -CALIFORNIA Q COUNTY OF BUTTE Comm. Expires May 27, 2008 I All { ...... �... ._, ._-.. - ... .. �. � • -.r. ....... x tom. I. . v ws < !r 4p .. ..�,�'d .s�°Irw sn,:^r1�1'.i+-•wF�:.II!�rwSli�Pf'v^'+ia:+.n 1 ` ORDER NO. BU -162876-3 DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS .SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: I THE SOUTH HALF OF LOT 1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SUBDIVISION 110. 4 OF PALERMO CITRUS TPACT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 26, 1890. ° OPSTMeNr V C7l ��r A 9 Clc f -Department. C o u n t y J. Michael Crump, Director RonI ald D. McElroy, Assistant Director I F Public o f B u t Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 (530)538-7266 (FAX) 538-2140 i November 25, 1997 t t IF 1 _ Ted Runge ; RE: AP 027-050-004 P.O. Box 2042 Certificate of Compliance Oroville, CA' 95965 Dear Mr. Runge: Enclosed please find the Certificate of Compliance which was issued by the Butte County Development Review Committee and recorded on November 6, 1997, under Serial Number 97-041714, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Thursday, 8:00 a.m. to 4:00 p.m. Sincerely, -OtStuart Edell Manager, Land Development Division SE/kp i Enclosure cc:environmental Health Department Building Department Planning Division, ATTN: CRAIG i AFTER RECORDING RETURN TO: Butte County Public Works Dept. LAND DEVELOPMENT DIVISION 7 County Center Dr. Oroville, CA 95965 97-041714/ Rec Fee 8.00 �. l IHF 2.00 Recorded l Cash 10.00 Ofi'i ci a1 Records l County of l Butte l Candace J. Grubbs l Recorder l 10:38am 6 -Nov -97 / PUBL XX 2 CERTIFICATE OF COMPLIANCE Assessor's Parcel Number: 027-050-004 This Certificate of Compliance is hereby issued by the County of Butte to certify that the land division which created the parcel of property identified below complies with the applicable provisions of the Subdivision Map Act and of Chapter 20 of the Butte County Code. Issued to: TED RUNGE P.O. Box 2042, Oroville, CA 95965 Property Location: On the East side of North Road, approximately 850 feet northeast from its intersection with Oroville Country Club Road. Palermo area. Description: All that certain property located in the County of Butte, State of California, more particularly described in attached Exhibit "A". This certificate relates only to issues of compliance or noncompliance with the Subdivision Map Act and local ordinances enacted pursuant thereto. The parcel described herein may be sold, leased, or financed without further compliance with the Subdivision Map Act or any local ordinance enacted pursuant thereto. Development of the parcel may require issuance of a permit or permits, or other grant or grants of approval. Issuance of this Certificate is conditional upon the following conditions which have been imposed pursuant to the Butte County Code Chapter 20-167 and Government Code, Section 66499.35 (b) to protect the public health and public safety as contained in attached Exhibit "B". State of California, County of Butte, on NOVEMBER 5, 1997 , before me, Anne Belser, Notary Public, personally appeared, Stuart Edell, personally known to me 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(s) acted, executed the instrument. WITNESS my hand and official seal. I ANNE BELSER, N ARY PUBLIC 4CP ANNE BELSER COmm. 01073981 NOTARY PUBLIC - CALIFORNIA BUTTE COUNTY Comm. Exp. Oct. 9, 1999 t County of Butte Development Review Committee CHAIRMAN CERTIFICATE OF COMPLIANCE - Page 2 TED RUNGE . AP 027-050-004 EXHIBIT "A" All that certain real property situate in the unincorporated area of the County of Butte, State of California, described as follows: The South half of Lot 1 of Subdivision No. 4, of the Palermo Citrus Tract, according to the Official Map thereof, filed in the office of the County Recorder, of the County of Butte, State of California, July 26, 1890. TOGETHER WITH right-of-ways as shown on said Subdivision Map. EXHIBIT "B" 1. Prove that adequate quantities of domestic water for a single family residence are available to the parcel. NOTE: All new structures must meet the Fire Safe Regulations of the Butte County Code and Public Resources Code 4290 and 4291. Ted Runge P. O. Box 2042 Oroville, CA 95965 butte Co L A N D O F NATURAL WEALTH AND B E A U T Y PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 FAX: (916) 538.7785 RE: Application for Determination, AP 027-050-004, PLANNING FILE DET 98-02 Dear Mr. Runge: At the regular meeting of the Butte County Development Review Committee held on September 25 , 1997, the Committee granted a Conditional Certificate of Compliance for the above -referenced property. The conditions are: 1. Pay the recording fee in effect at the time the Certificate of Compliance is recorded. The current fee is $7.00 for the first sheet plus $3.00 for each additional sheet. The estimated current cost for recording this Certificate is $10.00 without conditions, $13.00 with conditions. This cost estimate is based on 1 page notification (first sheet), 1 page(s) of legal description attached as Exhibit "A", and 1 page(s) of conditions attached as Exhibit "B". 2. Provide approved access to the parcel from a publicly maintained road or state highway in complliance with the County Code. Minimum easement width to be 40 feet. 3. Prove that adequate quantities of domestic water for a single family residence are available to the pa, -cel. 4. Place the following informational note on the Certificate of Compliance: "All new structures must meet the Fire Safe Regulations of the Butte County Code and Public Resources Code 4290 and 42.91." 5. Provide satisfactory evidence that there is a suitable area for a sewage disposal system to serve a single family residence. There is a fifteen -day appeal period before this certificate can be recorded unless you sign and return the enclosed waiver waiving your right to appeal the committee's decision. =af the conditions are cleared prior to the end of the appeal period, a "clean" certificate with no conditions will be recorded. Should you have any questions regarding this matter, please contact this office Monday through Thursday, between 8:00 a.m. and 4:00 p.m. at 538-7601. Very truly yours, Thomas A. Parilo Director, Development Services By cc . Environmental Health Deprtment Building Division Land Development Division LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH -PERMIT CLEARANCE OWNERS NAMElcJ, 7fi 7 PRINT LAST NAME�FIRST ADDRESS /LOCATION: 0 ('"A(e q Building Permit No. A.P. OS�_ NUMBER C� C)�% COUNTY ZONING DESIGNATION: FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED. RESOLVE PROBLEMS PRIOR TO APPROVAL• PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: i'1 A 1 / 9 5'° DEED REFERENCE: LEGAL ACCESS PROVIDED: YES - NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: CC aC– – 04/7 /!f CJA�rvinawz�-w T -o 0-.vl-y MAP INFORMATION: DATE OF RECORDING: LOT BOOK PAGE COMPLIANCE WITH OLO SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: —A. Construct road tc B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. &0'�1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a R building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfietd setback from all eAsting wells. —5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number —7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. —9. Conned to a public sewer system. of the Butte County Fire Department. 10. Automatic fire :suppression sprinkler systems shall be installed in all residential structures in accordancewith the National Fire Protection Association Standard for the 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 Fire Department specifications_, serves the parcel. _ 11. Pay T.D.D. (Therrnalito Drainage District) fee in the amount of $ —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. . X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. —19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the Cardbrnia Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. .Ma naG awl u(18 40 Klt'f10 666< < E end 43rd'333b LD 6198 FORMS\BLDG PERMIT CLEARANCE I - 6lteW �7lbj� d 5ecordad at the Request of � '. fcP'JRS : say 2:., iPad at 5 mi S,ast 1 e'cloc f.G:., 7,.1. :?5, l•a(:u IGC Official Records:of 2utfe County, 'California. ETHEL N. 'ES1ES, County Recorder `g 11Y ..� Cctuty,'Recordcr ----,---(_-"---4-y---�-------------------------------------------------- ------- ORUV.1LLB-1'iii,iaOT1E I$HIGA9'I;:P! LIST:•tICT TO j ALEER-T.1;1A3':IC0 ii'i'U% -. ! TI?IS il:L%i?71iAE Qo.do the lOtit day of g.ay, Osie Thousand' hire Hundred and Fifty, TIiF�P. 0H0:'i.L1L-'';YAI:DCTTE iRRICATICh LIS:RICT, an irriEation district, duly created, ort;an- 'zed ar:d ez'sting under and by virtue of the lana of the. State of Cal.if.01.0u, .0 .the County . +� of 5utte:, State Of California, the.party of the first Jiurt and ALBb:i'T D'Ai:ICO and HAZEL T. ' D'A!ICC Husband and wife as Saint Tonants of the.County of E;1tte, State of Culifornia, the' 1 partJos isr the second part, witnesseth: 'i.MMREAS, by resolution of .the Board; of Directors of tl:e OrovSlle-1'Jyandotte lrrigatil n ? ESetr.ict, authoritj has beer._ duly c6nfe-rod upon the President and Secretary of. said Board p of Directors to convey to the parties of the second part.herein, by deed executed and aekp," edfed by said President y, the hereinafter property,which en.ld re "and Socrotarsolu. on duly rued the torms.,of, and price ut which such eels .should be made and 'was duly en.terod.in the r'inutea of said Board, a cop' -Of iviiich resolution is 'attaehed horeto and -made' a pert;," ' now, .THER.'" liEv 71HIS. 1'ND3NItNE W:1T14ESSZTb` That the. said Crowilla-ylyandotte Irrife { tion D -'strict; tha:.par.ty-:of,-tLhe fi.ret'part herein, :for and in, 'cunsideration 'df aie.aum of 1 One. Thousand'and do/100 Dollars 'l'awful'.money ,of the 'i United States* os' Amorlbfl,.. to.t.'1n. hand. paid by the said parties of 'tFie second part, • the ..race ip+i. ivheroof..-is hereby.. acknowled'od. does 8 ,. as by th'eso'.pre'aenta;granb ants the said pkr'tiies of she: second para as Jo1nt letyanYs'`,4'lh that i cortr.l 'real proper't'j situate, lying and -being-An 'the County of Butte; .stcite of'C 11fornis�::'. t,r.,unded and.'part4cul'arly..do�cribedas follows, to-Gt: '' ! Palermo.Citr'a Tf'act Sub'divleion 1;o:.4, .South, Hslf of Lot 1, is sliown .cn the offiaia� I J whereof filed es or record in the' office of 'the Rec.ord:or,.. County.of: &itto, St8tQ-.Of CaliT. ernls, :ontaig1ng 17,59 acres more or..leae._:: but without covenant oftiarranty as..te Yitle of„rrantoor encumbran6ed.mads,.done. or'auTfo d ImpIif d .from the u86 of 'tho word "8 -ant". MAX conrdye�ico is ~ade on'co.ndIti.pn thatthe'.Oroville-fiyandotte.Irriga.tion .Distrio . +211 only supg4y water in its aXisling ldtarals.-and pipe lines, and'all fac111t1ea for obtain 11 SnC i/i%ter t*6zefroa an&' for traneportipg the. ssaid'.:.to .`the lend co ve od shall bei 1,`Ltee aatise oY, the secgnd part,. their:. heirs, sueceeeore':ar:d assigm at ,their expsnaoinnd anld P •.dist:t.t shall''not be liable thereforb;a�its. being in.atcordanci with pol3cy.'.applieabl :... .:': to sad fcr . the 'bet'of. aL,lands in. eaid district::and. ah!lll be construed ea a� bonvona.nt `..: rsrrai:ra..ri;th -the ,lend: i ... � . 'Ou?.TH.` : irAt!; ail;rand.aingular:,ths' ter:eml ntk; .hareditamenta .and appur.tenarcea there, i ?area ,L+o2ers�2ng,.,.;or.;in an1u aangrt,Yaningand .the- reversion and reversions, rewaindor on3.. ; '- re.. Srders, snta�'.tesves and prnfite':!t:erAo";' subjecF,to and reserving.thorofroii''ahl:oncecrn d srd':;riP:zt;. of:.;vaJ. dor'ssl:pi:n'<rzwdr,.'-drtcc:��`:cintls;: drytnp R'lyia"4� other xurppsos and rsawpa¢ng ta,:Petty'''of .siw.%tTrs.Y`.:Part:.' to' .'waaesrots° grd,sasi. :a; a 'ri*js:P..of -way or> er.'afftAt net :c d t?uiil sis' fse�, -.p; or+r...atr gar -serosa 'sad.:j rs02�f Jr par,t..t'_vrs,f ?or ttu� pi r« i owes. sit: iia.>�r'ter,:-,p'ts0`LTYt.:iykii,b A%A "<itiia r i , (•. 3` i'. ^OLb CtYi wQ2� }a '4!.r!'it.•O 102 or ootromorit, irritation ditch, drainage d1tr;;, and/or pike line and to r1orl Wator.t.narel-:-' tj.fj lUCILUun r:' :;ujd richt or vau; or ousumunt To t-: f:o.,31L,r.aLe,, by par%*: of tilu first part at. i;iny t1mo pr,lor W tr.!: 1.;.mo OJ' conatructlon of veld d1trh or dItt-hos, J:Ipo or pipe lines, tut . 1 pur:j of thu first fmvt In uoloctInt..- sal location to nave due Fot;ard Uo'tha laprovoriont:: on ;catrl Irnfalafja to the end that tire construction or Reid ditch or pipe 111no mill rint ;mnecosaLr-lay !vaault in Injury thereto; said rescrildtl0r, to W for the purpose of and/or dr" r. n, Itindn within the OrovIllo-Wyandolto Irrigation District nnd/tul 3u!%Vl*,Ine. voter Lhvref.e, and t: 9 'be ,,r. ttio !)oriorit or sai,l 11irfi:j. T-0 HAVE AND TO HOLD. si,ll and Rlnwular tho said prou!!_,on subject to the roservbtloris :hur,21:0iritore provided, tof:.ether with the nppurtjnan,-e&;,, unto the cald partiesof tiie second ;;part mid assirm) forever, free and clear of all assonmonts or the Croviller-r;yandot,te 1_-rigatl,on ii;i3f,rict up to nod Includlue Lho assOss"101it Or said 01st"Ict for tl;e 'jest- 1949, but subject Ito all aubnoauont assonaments. iN WITNI"IS the said tarty or the first part, by the President and Sedrd tary :01' ALa Foare of Directors Lherounto duly authorized by resolution' of' its Hoard of *Directors, lion ozoeuted Doed Lha day Lind year- first above written. (OFFICIAL SEAL-) OROVILLS-MAIMTriIRRIGATION DIS7HICT by. SWALFFORD MEN"moHn President of its Board of Diroc tors. By U09AG. XAR LOW Secretary of its Board of Directors ST&W, V CALIFORNIA i. 5R. County or Butte. On this 19th d ay. of A y pril, In the Year 1960 before' -.in, Pnul J. Minasidn;-'a 'votary a 11,01jei In and for I ho. County of I)Utto,, State of California, r . calding therein, 'duly' co=issio d t . nid sworn parAqm.11y appeared STRAFFORD ts'�: N 7WOR 11i and :HORACZ-VARL&,kin6" to ma to be. the 41-3sWunt and Secretary,' respectively of the;go'erd 'of Dir . octors,. -o . f the' Grovil . le-Vyando t te---- lrrii,.atIen.D1:3trici.;,-nnd the 'Preaident'and SeeV8tdry,.'rev1:octivclyor s&.1d: Orovillo-Irlyandotto 11-3-le.sUots Dlitketo -tho-Irr1esti6n district dosq.•rlbedlin and that a' cuted- &.wltmn oil ..d ir-ol'atiaint; Inatruniint, and to be the officers and porobnd who executm the . said -Instritunemt or trahulf of val.d irrigation dIstrIcf Worain nmriod,' nnd.'they 'du . ly ackrowled6ed.,to me that such jjjl lvrle.otActi dIaLriet, executed the r, &me.. - 1 hav,G hareunto.sot m7litrid and affikod 'icy 'official .soal, Cno .;,oar In ..Ilia cojrtlflcdto fl -rat. flliOVO written.:: �M'IRASIANF Note z-:: Publ le in a (SEAL). PAUL nd for. ..he coun-ty, 0.1 Bu t ta, State of California.' ::X Coslaia'a!on Expires ..'ar, ^.t, 1171-:31(ZAS ctr th n lands and propom h ore.;n. described Neve -beeh. dulY --014 'and.'deede'd xaetyle.t. -it A'96' purchasgr;'and 'raid llant!# ace: prqpertr. 'kre-." 16fifor I:o b a retained -or 'th* Uiqvr' ViWrrQxes cf xAt4 df t-; a a Ict.. Ord it '4t Pe ars-. t0• • tKJ8 bdord to be: -fog .he. tes-t ttr ttts tortzs, YINA- CrAndItIvivio' and. RL .0in -fl,ico herein- ;artor V'rAce.:. �-)Wrgbl; yialue or it Lich 1 -in m vu i t .."I t '0*04 .... .. . ... At' st;m I j:^:.t;. v C: z 1; C r. 1,. r 7. Ly C t • Inni-M ril th n t;;o Prov I I 1--fiv anc o ne Ir i. a I c.n '.A 5 _r.1 i. 1)43 'fill Pt: nn!! !t`:*.;.:.,',ar pi,rl; iml assigns forever, froo and cloax "f all LA-.itriat -.ip to and Includlt..i L -.i; ef sq!e, -:.z n t,,) all :.3 uh mo..-(ue n t a s J o s.Lim"- r: ts . U,.e rale i.rt% of (If Its -1-onvd of Directors tmereucto culy p*-tj)cij-!zv(j ti-; M' 114 !'Gsrc of has ox,):Utud Uils 1,000 U-10 day and Scat. "IrSt abov: tt-rItAcn. 0 'ICIA1 FF SZAL) %) LI.4 Ey S T.EWF0,17L. 1.71-: in" '-'Iz of it:: or Secretary of Itc Eoard 'of L1I1r-cr.!.(-,r3 !STAIE V CAI FOUTA County of Butts On thl a, 19th d ay of . kpril,• in. th.o. year- 1'950 before' mo, Paul J. Minastoii., a Notery ;Public, In and for the County - Zr S'tnts or California, ro3idinf.', therein, duly ecrunissioded i and owz)rn uor3onvIly appeared STRAFTORD ",r"NTVjoR73j a nd FORACU MARLOW known to r to 6D th- Prealdont and Socretnry, "OsPec*ti-v6ly of the ..Board Direc,tors of the Oroville-WyeAndottii Irrigation District., and the Pros1de'nt and Secrotaryi' respectively or said Oroville' Wynndot - to i Irril.f.ation District, Itho-irrifat1on district dos6ribo.d in and that executhd the withIn and Instrument; and'to be the officers and persons who. exec Aee.: tho 'said ImstriMe'ritan u of zalc*i irrigation district -tijor;o''in ianlod, a n4 t".y duly apkrmw;e46ed to me, At such 11111.441-Imi district oxocu'ted the s ame-i IN "'OrFREOF, I' have horounto'so't try va,nd and affixed MY 'qfrIc I'al seil,* tne dlq year In tLis cortlrlcata' first above- written... LS AT) PAUL 361 11iAS' A.v 'Nota ry Public in aid - or the County' - of Bu t to , State - b;f California.CW.-Sr'lasion Elcplron -Jan 1914. RESOLUTION rHaP.FIAS c?rtnln lands and property -:ho*qln deu�ri'hod have beeh &,zly soli: ali.d deeded Irrigation Diatijet as t' ie- purchater; and longer .necessary 'to'b a retalned or 'the i. purl OaO3 i ' aatd d1a.tri ct, end it:-&j-poarm to. th,13 board be rola oh the k orms" Brod:' r I r 0 ".e e I n- 4.'tvr "t :ort[:, iauirtj ;d A-4 r; r*Abondblo merr&t value cf v lmndz, nz)+' --v p. 0 V,?q- v '-,Zzln:rzv: 14-.0 t tl-.* !v? ri. Y" L';wrto!r 1p A. r".4 p r I z 0. ttr, #11", of the .1—! d -Y lia�a -A t -sr 1-ra- OT, A 41 H m n 535 Ih-r•_hyauthorized, directed and empowered Sob and onbehalf of said district and 1n ita'nm:e .._ j and as its act and dee.i, to ex acute, . acknoviledCo and calivcr to said purchase;, n dc -ed and i ! conveyance to all that .certslr.' resl propexty situate, lyinf.. and beim: in tpe County of. Nutte j State of Cnliforr•1a, more particularly described as follows, to-r.it: Palermo Citrus Tract Subdivision No. 4, Lout!: Y:.tlf of Lot'1, as shoran. on the.oi'f.iei 1. j Mr thereof filed as of record in the offic® LC the Re.corder, Count,t or Butte, state.. Of. Calif ornia-, containing 17,54 acres more or leas. Subiect to and reserving ttorefrom all easements and rithts of uay for -axis till roads., dltchas, canals, drains, pipe lines or for othor purposes, and 6 riLht of.way 'or a* aso- ,hent not ii1der than six feet for the_ punpoee of hereafter constructing, maintainint: and oiler= acing irrijation or drainaeo ditch, or pipe line without cost, location thereof to be here art i r, at ary timme prior to such construction, designated by this district. Said lands to be free end clear of all assessments of the Orovillc_Viyandotte Irrigation' District up to and inr.Iudin the assessm9r,t to'oaid district for thc".year 1949. Said c:9nv.eyance to be made on condition that the Oroville-i4yandotte Irrigation Dis- trict wIl l only supply water it-, its existing laterals and pipe linos, and all facilities for obtaininE. water therefrom and for transportlni_, the sante to'&A land conveyed shall. -be provided by tf-a purchaser or purchasers, their heirs, successors and assit•,ns at their.expense:end saidl d.istriet shall not be liable therefor; this being in accordance vrith r;ereral policy applicably to ar.d for the bene*fit of all lands 1n said district and shall be construed as a c:onvenant runnPng with the land. - — STAIM OF CALIFORAIA, ). SS. C(:UY;:i O'r' EUilir.:... ) :' I, ;IOPACE I. BLOW Secretary of the Board of Tiractors of the Oroville;i'lyandot.to..: ` Irrieution Oiatrlct,...do..horety certify,:, f I am the duly appointed, qurlif.ied and ac•tIng Secre.tary ,of 'the 5oard.of .Dfreetora of the Oroville-;;.`yandotte Irrigatior,'.Didtrict; that, the within and foregolnP,'resAlution is a " i full, tr::e and correct copy of a •resQlutlon duly`, regularly and unaiilmously adopted by' the,..'•_ ' `I soerd of Directors of IIaid.:OrcvllZe=l�yandotte, Irrigation District,' at a moe'ting.of said 'Board 1 0; Directors .duly and regularly.. hold ,err. the 10th dqy of May, 1980, at the office of onid 1 fistrict aC Orov.111e, ,Butte County, .California,: at4hich.moting a quorum of said Foard of: J Dir ectora was preac:;t and -tic. t -1-!1Z;: that. aaId m.solut;or, as ec e.doptcd :vias duly on.t%red !n: the i r..lnu:a F,cit c: .acrid district, and Vl:e Biline has not been revoY.r,d,.'.rescInded, a.lterod; ..nmer.d:d, to .ted, r..r :entad and 19 now !.a Sull.:orce and ''effect. .',hat the 'i:oed.to vir:lr.}: thia renalu ... tho. T.eeu reSu ra''to 'I -`9aid r9'aolution. S.A^iG7:0 SecroLar y (." a+a ;.'...ur•ui i:lrwctcrs �C. ts:e Orov:llo.S:ya::dcs.tc at„rSt�iIrr.SFaaon iiaLrirt'. + is `:... •1�� �� :.;:: •L: ..z,.. 1 . .. ..,tn-•: :c ^ ... ''fid: ci.r� ..s 2,.... .... c':%�:-:. � SE' _ ” :'t k if.. . _ .: 2 . ,'•x. 110^_ ...� .. _; : am TWO ZONES MAKE UP THE REQUIRED 100 FEET OF DEFENSIBLE SPACE: 1. Lean, Clean and Green Zone An area of 30 feet immediately surrounding your home. 2. Reduced Fuel Zone The fuel reduction zone in the remaining 70 feet (or to the property line). COMPLY WITH THE LAW AND HELP SAVE YOUR HOME BY CREATING DEFENSIBLE SPACE. Follow these guidelines: i. Create a Lean, Clean and Green Zone Remove all flammable vegetation and any dead or dying plants within 30 feet of each building or structure. You may keep single trees or other vegetation that are trimmed of all dead and dying foliage and are well pruned and maintained. 2. Decrease Fuel in the Reduced Fuel Zone Surface litter consists of fallen leaves, needles, twigs, bark, cones, pods, small branches, etc. Remove loose surface litter so it does not exceed ia depth of three inches. Make It Safe: Logs, Stumps and Snags All logs and stumps should be removed unless they are embedded in the soil. If you keep an embedded log, remove nearby vegetation. A standing dead tree (snag) maybe kept for wiildlife providing there is only one snag per acre, and if the snag were to fall, it would not peach buildings or structures and would not land on roadways or driveways. Provide Fuel Separation and Treatment Guidelines for fuel treatment as published by QDF are designed to reduce the spread of wildfires. Choose option 2a or 2b. The best option for your property will be based on its characteristics (slope, vegetation size, vegetation type -brush, grass, trees, etc. — and other fuel characteristics). Properties with greater fire hazards will require larger separation between fuels. For example, ai property on a steep slope with larger vegetation will require greater spacing between trees and shrubs than a level property that has small, sparse vegetation. 2a: Grasses Ideally, grass should not exceed four inches in height. In situations where these fuels are isolated from other fuels or where necessary to stabilize soil, grasses and forbs may reach a height of 18 inches. 2a: Horizontal Clearance for Shrubs and Trees Uncleared ground fuels provide an open freeway for the rapid spread and increased intensity of fire. Clearance between shrubs should be 4 to 40 feet depending on the slope of the land and size and type of vegetation. Check the chart below for an estimation of clearance distance. Any questions regarding requirements for a specific property should be addressed to your local fire official. From edge of one shrub to the edge of the next Flat to mild slope (o% to 20% slope) Two times (2x) the height of the shrub (Two shrubs 2' high should be spaced 4' apart) Mild to moderate slope (20% to 40% slope) Four times (4x) the height of the shrub (Two shrubs 2' high should be spaced 8' apart) 8' 2° A, From edge of one tree canopy to the edge of the rund Flat to mild slope (o% to 20% Slope) w 3o feet Mild to moderate slope (20% to 40)6 slope) zo feet 3 �zza: Vertical Clearance for Shrubs and Trees Low branches create "ladders" from the ground fuels to the trees. To determine the proper vertical clearance between shrubs and the lowest branches of trees, use the formula below. Examplec A five toot shrub is growing near a tree 3 x 5 = 15 feet of clearance needed between the top of the shrub and the lowest tree branches. 3x bight of shrub' to kmest branches ofum lNote: A grouping of vegetation may be trcalcil as a single plant if the foliage of the grouping does not Exceed 10 feet in width. For example, three individual manzanita plants growing in a cluster with a trotal foliage width of 8 feet can be grouped " and considered as one plant. Qb: [Defensible Space with Can#inuous Tree Canopy To achieve Defensible Space while keeping a larger stand of trees with a continuous tree canopy, adhere to the guidelines below: Prune lower branches of trees to a height of six to 15 feet from the top of the vegetation below (or the lower 113 of branches for small trees). Properties with greater fire potential such as steeper slopes or more severe fire danger will require pruning heights in the upper end of this range. Remove all ground fuels greater than four inches in height. Single specimens of trees or other vegetation may be kept if they are well -spaced, well -pruned and create an overall condition that avoids the spread of fire to other vegetation or to structures. May, 2oo6 WHEN CREATING DEFENSIBLE SPACE, KEEP THESE SAFETY TIPS IN MIND: All equipment with an internal combustion engine must be equipped with an approved and operable spark arrestor. • Metal blades striking rocks can create sparks and start fires. Use caution. To protect water quality and habitat do not remove vegetation associated with water, avoid using heavy equipment near waterways and do not clear vegetation near waterways to the bare mineral soil. Keep soil disturbance to a minimum. OTHER HINTS TO SECURE A LEAN, CLEAN AND GREEN ZONE: Select less flammable plants for your Lean, Clean and Green lone: Shorter plants (less than 2 feet) are safer than taller ones. If kept green, herbaceous plants (grass and non -woody flowers) are better choices than shrubs and trees. if planting shrubs and trees, choose deciduous (trees that shed their leaves) ones over evergreens. Avoid planting juniper, pine and palms. Remove tree limbs that are touching the house or deck, or are within 10 feet of the chimney. If limbs are encroaching on overhead lines, contact your telephone or power company for removal. • Use hard surfaces (concrete, stone, asphalt, brick, etc.) in your landscaping. • Clear ALL flammable vegetation from within 10 feet of propane tanks. 5 YOUR RESPONSIBILITY: California law (PRC 4291) requires property owners and/or occupants to create 100 feet of DEFENSIBLE, SPACE around homes and buildings YOUR GOAL - TO CREATE A: Lean, Clean and Green Zone An area of 30 feet immediately surrounding your home. Reduced Fuel Zone The fuel reduction zone in the remaining 70 feet (oar to the property line). *Compliance to PRC 4291 is required by any person who owns, leases, controls, operates or maintains a building or structure in or adjoiningany mountainous area, forest -covered lands, brush -covered lands, grass -covered lands or any land that is covered with flammable material and is within the State Responsibility Area. PRC 4291 requires 100 feet of Defensible Space (or to the property line if less than 100 feet) from every building or structure that is used 16r support or shelter of any use or occupancy. Owner, lessee or operator must also comply with all existing environmental protection laws and must obtain all necessary permits. Contact your local resource orplanning agency, officials to ensure compliance with federal, state and local requirements. 6 ._...YI_. ____ _.r._,._ — -,-----------,.. ._ Property Owners Name: Property Location: FIRE SAFE REQUIREMENTS Butte County Fire Department California Department of Forestry and Fire Protection 176 Nelson Avenue Oroville California 95965 • (530) 538-7888 011- 050- DOI > > Inspection Date: Building Permit # 3 City: Phone: Re-inspectionDates Inspector 1 f / 3 / ! I3ist moon: wmre — nnuaing tw-parmtcnt Yellow — Fire Prevention No. Violation/Remarks Cleared k -MK — rropl Ly -.— meg = FIRE SAFE P�EQL IREMENTS 0- DOI Butte County Fire Department California Department of Forestry and Fire Protection 176 Nelson Avenue, Oroville, California 95965 • (530) 538-7888 Property Owners Name: Inspection Date: Building Permit Property Location: City: Phone: Re-Inspectlen Dates Inspector / r 3 Yellow — Fire Prevention " Pink —Property Owner Distribution: wrote — tsunorng aeparanont (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) servinx the [tate. (b) All gates providing access from a road to a driveway shall be located at least 30' from the roadway and shall open to allow a vehicle to 3t5"p without obstructing traffic on that road. Gate distance on driveway from road: (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40' turning radius shall be used. All buildings shall be issued an address by the local jurisdiction, winch comorms to that jurisdiction's overall address system Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be seoarately identified. Is address correct? Yes ❑ No ❑ Size of letters, numbers and symbols for addresses shall be a minimum 3" letti height, 3/8" stroke, reflectorized, contrasting with the background color of the (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address Mall be visible and legible from the mad an which the address is located. (b) Address signs along one-way roads shall be visible from both the direction of travel and the opposite direction. Correct? Yes ❑ No ❑ (c) Where multiple addresses are required at a single driveway, they (d) Where a roadway provides access solely to a single commerciabor industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. Correct? Yes ❑ No ❑ (a) All parcels 1 acre and larger shall provide a minimum 30' setbeck for buildings and accessory buildings from all property lines and/or the center of the road. (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same If a Building Setback is less then 30' from all property lines and/or the center of the road, the following shall apply: • Class A roof -Correct? Yes ❑ No ❑ • Fully enclosed eaves on entire structure - Correct? Yes ❑ No ❑ • Metal doors toward property line with insufficient setback Yes ❑ No ❑ • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials Correct sidin I used on entire structure? Yes ❑ No ❑ 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 If your property was part of a parcel split after July 1991, you are required to install residential fire sprinklers, It is the property owner's responsibility to review the official parcel map to confirm if sprinklers are required. No. Violation/Remarks Clea I / 050- DOI FIRE SAFE I UIREMENTS ' Butte County Fire Department California Department of Forestry and Fire Protection 176 Nelson Avenue, Oroville, California 95965 • (530) 538-7888 Property Owners Name: Inspection Date: Building Permit # Property Location: City: Phone: Lhmmwon: wmre-nuuwug �ym,uw,,. Re-Inspectlon Dotes r " 1 15 U !1"M NE � / ! 3 ! Lhmmwon: wmre-nuuwug �ym,uw,,. No Violation/Remarks Clea Yellow -FuePrevmdion Pink—Property Owner 15 U !1"M NE � No Violation/Remarks Clea Yellow -FuePrevmdion Pink—Property Owner 11 r California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Building Permit # (9 - Z-313 F I R Under authority of Public Resources Code Section 4290 and 4291, Butte County Improvement Standards, and the California Building Code, the following items are required by CDFButte County Fire Ei Department for all development located within Wildland-Urban Interface Fire Areas and made part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which exceed these standards. Public Resources Code 4290 S ARTICLE 1. ADMINISTRATION A 1272.00 Maintenance of Defensible Space Measures Fi To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards E during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. ARTICLE 2. EMERGENCY ACCESS Revised 08/24/06 R 1273.00. Intent Road and street networks, whether public or private, unless exempted under Section 1270.02(e), shall E provide for safe access for emergency wildland fire equipment and civilian evacuation concurrently, and shall provide unobstructed traffic circulation during a wildfire emergency consistent with Sections 1273.00 through 1273.11. 1273.02 Roadway Surface T T The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire v engines. Surfaces should be established in conformance with local ordinances, and be capable of I supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. R 1273.03 Roadway Grades The grade for all driveways shall not exceed 15% without being paved. Grades over 15% shall have 4" of E class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. M 1273.04 Roadway Radius (a) 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. E (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures N designed to hold or divert water, shall be not less than 100 feet. T S Revised 08/24/06 1273.05 Roadway Turnarounds Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "T" shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1273.07 Roadway Structures (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. All bridges must be certified by a registered Civil Engineer. 1273.09. Dead -End Roads (a) The maximum length of a dead-end road, including all dead-end roads accessed from the dead-end road, shall not exceed the following cumulative lengths, regardless of the numbers of parcels served: parcels zoned for less than one acre 800 feet parcels zoned for 1 acre to 4.99 acres 1,320 feet parcels zoned for 5 acres to 19.99 acres 2,640 feet parcels zoned for 20 acres or larger 5,280 feet All lengths shall be measured from the edge of the roadway surface at the intersection that begins the road to the end of the road surface at the intersection that begins the road to the end of the road surface at its farthest point. Where a dead-end road crosses areas of differing zoned parcel sizes, requiring different length limits, the shortest allowable length shall apply. (b) Where parcels are zoned 5 acres or larger, turnarounds shall be provided at a maximum of 1320 foot intervals. (c) Each dead-end road shall have a turnaround constructed at its terminus. 1273.10 Driveways (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. Revised 08/24/06 2 1273.11 Gate Entrance (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. (c) Where a one-way road with a single traffic lane provides access to a gated entrance; a 40 foot turning radius shall be used. ARTICLE 3. SIGNING AND BUILDING NUMBERING 1274.00. Intent To facilitate locating a fire and to avoid delays in response, all newly constructed or approved roads, street, and buildings shall be designated by names or numbers, posted on signs clearly visible and legible from the roadway. This section shall not restrict the size of letters of numbers appearing on street signs for other purposes. 1274.08. Addresses for Buildings All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09. Size of Letters, Numbers and Symbols for Addresses Size of letters, numbers and symbols for addresses shall be a minimum 3 inch letter height, 3/8 inch stroke, reflectorized, contrasting with the background color of the sign. 1274.10. Installation, Location and Visibility of Addresses (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. ARTICLE 4. EMERGENCY WATER STANDARDS 1275.00. Intent Emergency water for wildfire protection shall be available and accessible in quantities and locations specified in the statute and these regulations, in order to attack a wildfire or defend property from a wildfire. Such emergency water may be provided in a fire agency mobile water tender, or naturally occurring or man made containment structure, as long as the specified quantity is immediately available. Butte County Fire Department currently utilizes mobile water tenders to meet the emergency water for wildfire protection requirement. Rcviscd 08/24/06 ARTICLE 5. FUEL MODIFICATION STANDARDS 1276.00 Intent To reduce the intensity of a wildfire by reducing the volume and density of flammable vegetation, the strategic siting of fuel modification and greenbelts shall provide: (1) increased safety for emergency fire equipment and evacuating civilians; (2) a point of attack or defense from a wildfire. 1276.01 Setback for Structure Defensible Space (a) 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. [ ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. Same Practical Effect Requirements for buildings less then 30 feet from property line: [ ] If the Building Setback is less then 30 feet from all property lines and/or the center of the road, the following shall be required: ✓ Class A roof ✓ Fully enclosed eaves on entire structure (December 5, 2005, per 2001 California Building Code 704A.2.3, fully enclosed eaves are required on all structures in any fire hazard severity zone within State Responsibility Areas, regardless of setback distance from the property line or center of roadway) ✓ Fire rated metal doors on side toward property line with insufficient setback ✓ Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels Disposal, including chipping, 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. 1276.03 Greenbelt Subdivision and other developments, which propose greenbelt as a part of the development plan, shall locate said greenbelt strategically, as a separation between wildland fuels and structures. The locations shall be approved by the inspector. Public Resources Code 4291 A person that owns, leases, controls, operates, or maintains a building or structure in, upon, or adjoining any mountainous area, forest -covered lands, brush -covered lands, grass -covered lands, or any land that is covered with flammable material, shall at all times do all of the following: Revised 08/24/06 4 (a) Maintain around and adjacent to the building or structure a firebreak made by removing and clearing away, for a distance of not less than 30 feet on each side of the building or structure or to the property line, whichever is nearer, all flammable vegetation or other combustible growth. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to any building or structure. (b) Maintain around and adjacent to the building or structure additional fire protection or firebreak made by removing all brush, flammable vegetation, or combustible growth that is located within 100 feet from the building or structure or to the property line or at a greater distance if required by state law, or local ordinance, rule, or regulation. Grass and other vegetation located more than 30 feet from the building or structure and less than 18 inches in height above the ground may be maintained where necessary to stabilize the soil and prevent erosion. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to a dwelling or structure. (c) Remove that portion of any tree that extends within 10 feet of the outlet of a chimney or stovepipe. (d) Maintain any tree adjacent to or overhanging a building free of dead or dying wood. (e) Maintain the roof of a structure free of leaves, needles, or other dead vegetative growth. (f) Prior to constructing a new building or structure or rebuilding a building or structure damaged by a fire in such an area, the construction or rebuilding of which requires a building permit, the owner shall obtain a certification from the local building official that the dwelling or structure, as proposed to be built, complies with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the certification, upon request, to the insurer providing course of construction insurance coverage for the building or structure. Upon completion of the construction or rebuilding, the owner shall obtain from the local building official, a copy of the final inspection report that demonstrates that the dwelling or structure was constructed in compliance with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the report, upon request, to the property insurance carrier that insures the dwelling or structure. Butte County Improvement Standards Installation of Fire Sprinklers If your property was part of a parcel split after September 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. 2001 California Building Code, December 5, 2005 704A.1 Roofing 704A.1.1 General Roofs shall comply with the requirements of Chapter 7A and Chapter 15. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. Reviscd 08/24/06 704A.1.2 Roof coverings Where the roof profile allows a space between the roof and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be fire stopped with approved materials or have one layer of No. 72 ASTM cap sheet installed over the combustible decking. 704A.1.3 Roof valleys When provided, valley flashings shall be not less than 0.016 -inch (0.41mm) (No. 28 galvanized sheet gage) corrosion -resistant metal installed over a minimum 36 inches (914 mm) wide underlayment consisting of one layer of No. 72 ASTM cap sheet running the full length of the valley. 704A.1.4 Roof gutters to prevent the accumulation of leaves and debris in the Roof gutters shall be provided with the means gutter. 704A.2 Attic Ventilation 704A.2.1 General When required by Chapter 15, roof and attic vents shall resist the intrusion of flame and embers into the attic area of the structure, or shall be protected by corrosion resistant, noncombustible wire mesh with '/4 inch (6mm) openings or its equivalent. 704A.2.2 Eave or cornice vents. Vents shall not be installed in eaves and cornices. EXCEPTION: Eave and cornice vents may be used provided they resist the intrusion of flame and burning embers into the attic area of the structure. 704A.2.3 Eave Protection. Fully enclosed eaves on entire structure. Eaves and soffits shall meet the requirements of SFM 12-7A-3 or shall be protected by ignition -resistant materials or noncombustible construction on the exposed underside. All of the Fire Safe Requirements are posted on the Butte County Fire Department website at htti)://buttefire.org/Fireprevention/proti)lan/l)rotplan.htmi Date Revised 08/24/06 6 Darren Read Fire Protection Planning Cwcf,Ahrook oMION wt:,1tn ST -O- *---------- UU, IU i I Duro+g BEDROOM oslI RnEd uta �T� ROOM = B o oP 5 pi E__T -r--h"ob r>aE ------------ 1w. CAII+LDQLL ItFu-OUI I 7BEDRO(*MASTER UVW ROOM BOROOM 2T -r13'-4' I , 1C I PFCESSEO I cm 50 ..0. 37o2cv52-%24 (1,198 SQ. FT.) 3BEDROOM . 28ATHS • CATHEDRAL THRU-W (1,2X SQ FT. WM OZ RECESSED HIM 24 SERIES I` OPTION DEN ® I�II�lrl�iilit��ht�l ai oil IVVJ F13, ' � �J A. (7,;;2,2 - o,y.._O Owners name: ,, Home Man uf act��i-�Y? — . urer:,: Manufacture Year: Model Number 1 Name- ;�o;7,- Width: (ft.) Length: (ft.) FOOTINGS: Wood - pressure treated or foundation grade] Other:[ ] SUPPORTS: Concrete block N Other:[ ] Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. SINGLE WIDE Line 1 ---�' Line 2 L i in e 1 Line 1 Piers: Minimum size piers: Spacing maximum: From ends maximum Line 2 Piers: k Minimum size piers: Spacing maximum: } From ends maximum Line 3 Roof Loads: Minimum size piers: Location (from Minimum size piers: Location (continued) Line 4 Roof Loads: Minimum size piers: Location (from front) Minimum size piers: Location (continued) Pier Footing Sizes and Locations ------------------------------------------- Section 1 Section 2 Section 3 MULTI -WIDE Line 1 Line 2 Line 3 Line 2 Line 4 (triple wide only) Line 2 Snow Load:'': psf Snow Load requirements may be obtained at http://www.upstate-ca.com/butte/butte_county/ Insert AP #, view snow load in lower right corner. Line 1 Openings: ['] X [ f; ] Minimum size pier: [ f ' ] X " Required at each side of openings over wide. SITE PLAN Address / Phone No. S3�0 s- r --E2 o -z 3 73 Site Location /Y"/A R D. Contact: Name AJ Ln/ rl Dk (kWbr A 2003 General Plan Desig: Size, Acres =1 I jurisdiction apply to this project GEN PLAN: USES: — W1rMflr SKYLINE CORPORATION MANUFACTURED HOME INSTALLATION MANUAL ��o BRINGING AMERICA HOME. BRINGING AMERICA NN. � Il�ii��l�ll�i�u+tis dl _ Chapter 1 — Introduction .......................................... Chapter 2 — Definitions .......................................... Chapter 3 — Site Preparation ZoneMaps ........................................... SiteGrading ......................................... Description of Soils ............................. Chapter 4 — Foundation and Support Requirements Piers.................................................... Design Requirements .......................... Design Procedures ............................ Acceptable Footings ........................... Placement in Freezing Climates ......... Proper Sizing of Footings .................... Permanent Foundations ..................... Flood -Prone Areas ............................... Severe Wind Areas .............................. Special Snow Load Conditions ........... Important Reference Documents ........ Typical Installations ............................ Typical Pier Construction .................... Support Requirements ........................ - Single Wides................................. - Double Wides................................ Sidewall Openings .............................. Pavilion Dormer Blocking ................... FootingSizes ...................................... Chapter 5 — Set -Up Procedures Moving Home to Location .............. Positioning Home .......................... Leveling and Blocking ................... - Single Wides ........................... - Double Wides .......................... Adjustable Outrigger ..................... Use of Water Level ....................... Double Wide Interconnection ....... Tie Down Instructions ................... Over -The -Roof Straps .................. Anchor Tables Wind Zone I ........... Anchor Tables Wind Zone II & III .. Anchor Tables for 102" Sidewalls . Longitudinal Tie Down Instructions Tie Down Example ........................ 4 .. 6 7-8 .. 8 .... 18 .... 18 18-20 18-19 .... 20 .... 21 .... 22 23-24 25-26 .... 26 27-29 30-31 ..... 32 ..... 33 ..... 34 ONLY EXPERIENCED PERSONS KNOWLEDGEABLE OF MANUFACTURED HOME SET-UP PROCEDURES SHOULD SET UP THIS HOME 91= Double Wide Exterior Closure ........ - Masonite Siding ......................... - Vinyl Lap Siding ......................... - HardiPanel & HardiPland Siding Installation of Shingle Roof ............ Double Wide Utility Interconnection - Bonding .................................... - Electrical Crossover .................. - Heating Crossover ..................... - Gasline Crossover ..................... - Waterline Cross Connect ........... - Drainline Cross Connect ............ Installation of Exterior Light Fixtures Venting of Skirting and Crawlspace Metal Roof Tightening ..................... Porches & Decks ............................ 35-37 ..... 35 ..... 36 ..... 37 38-39 40-43 ..... 40 ..... 40 ..... 41 ..... 42 ..... 42 .... 43 ..... 43 ..... 43 ..... 43 ..... 43 Chapter 6 — Installation of Optional Features Electrical Dryer Venting..............................44 Gas Dryer Installation.................................44 Gas Water Heater Venting .......................... 44 Grill/Range Venting.....................................44 Paddle Fan Installation ..........................45-46 - Flush Ridge Beam.................................45 - Protruding Ridge Beam .........................46 - False Beam...........................................46 Air Conditioning Electrical Connect ............ 47 Evaporative Cooler.....................................47 Dealer Installed Blend Air ...........................49 Expanding Rooms, Slide -Outs ...................49 Site Attached Structures ............................. 49 Hinged Roofs and Eaves ............................49 CeilingFans................................................49 Telephone and Cable TV ............................49 Fireplace Installation...................................49 Field Installed Hearth..................................49 Field Installed Fireplace Chimney ..............50 Chapter 7 — Utility System Connection and Testing Water.......................................................... 51 Drainage - Connection ................................ 51 Drainage - 1, 1-1/2, 1-3/4 & 2 Bath ............. 51 Gas........................................................ 51-52 Electrical.....................................................53 Outside Panel Box......................................53 Electrical System Test.................................53 Multi -Section Frame Bonding ..................... 54 Typical Under -Chassis Feed Connections ................................... 54 Typical Meter Base Installation ...................55 Meter Base & Panel w/Masthead ............... 55 Chapter 8 — Protective Window Coverings ................56-61 Chapter 9 — Final Inspection Final Inspection..........................................62 Installation Inspection Checklist .................62 NOTE: THIS MANUAL IS INTENDED TO INSTRUCT AND TO ASSIST ALREADY QUALIFIED PERSONNEL IN PROPER INSTALLATION OF SKYLINE MANUFACTURED HOMES. IT IS NOT INTENDED TO ENABLE SOME- ONE UNFAMILIAR WITH MANUFACTURED HOME INSTALLATION TO PERFORM THE INSTALLATION. SET-UP SHOULD BE DONE ONLY BY QUALIFIED PEOPLE. WHOEVER DOES THE SET-UP SHOULD GUARAN- TEE THEIR WORK IN WRITING FOR A REASONABLE TIME AND SHOULD, IF NECESSARY, AGREE TO RELE- VEL THE HOME WITHIN 90 DAYS AFTER THE INITIAL SET-UP. �IIiI�WI11�Elkl�w,'��� _ li 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, includ- ing 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 adher- ence to this manual by the homeowner and installation crew, and consultation with a registered professional or structural engineer in those unusual circumstances it does not cover, will assure you of a quality, safe and affordable home for many years to come. Prior to locating or relocating your home, contact the lo- cal 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 ho- meowner 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 APPROVED PFS Corporation Madison WI 01/06/06 HUD Manufactured Home Construction & Safety Standard The recommended procedures contained in this manual are in- tended to assist in proper installation of this home. Field experience 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 advantageous, due to lo- cal 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 PAN- ELBOARD, 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 SAFE- TY INSTRUCTIONS PROVIDED IN THIS MANUAL. THIS HOME WEIGHS SEVERAL TONS USE ENOUGH TEMPORARY WOOD BLOCKING TO SUP- PORT THE HOME DURING SET-UP. No one should be allowed under the home unless it is securely in place, even if it is not moving. ••'•'{��tt *•''4 T. 031 % M �o '.STATEOF s I A1A sBONA • ' The technical content of the Installation Manual has been reviewed by PFS Corporation 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 de- signed 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 ® INII 101111 V01LO, *"s 43ee dl Chapter 3 SITE PREPARATION ZONE MAPS OF THE UNITED STATES ME WA -- Nig$ 'WA - MT ND / i/ yr MT vr��,CME ND MN r OR / MN ' ) NY � Mm OR — ID ,� MA SD WI (, l � Hy D WY SD WI � MI r �� MI PA scr NV cr PA NE A L IN OH DEQ NV UT SIA NJ NE L �� IN ON oe CA UT CO M� KS VA MO z C A CO A KS MO KY � V A D --T' _ L r Ky = NC - f TN NC AZ NM TN OK AIR ; , ' SC / - AZ 1 NM e_..:.. 0< AR ❑ : WA -- _ MT NDVT" S OR l ��,., MN � D - SD WI MI Ny A rWy - - ' PA ? 3 x c1 NV NE A IL WON ON � ' % N UT c CO .'MD r CA VA ' KS i MO `� KY . isE TN NC j AZ NM OK AR MS AL 7x LA l } Air AK HI ❑ZONE I rr ❑ ZONE II ill �` 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, Calca- sieu, Cameron, East Baton Rouge, East Feliciana, Evange- line, 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, Colle- ton, Dorchester, Georgetown, Horry, Jasper and Williamsburg. 6 Ir ZONE I AKQP HI d i ❑ ZONE 2 ' ❑ ZONE 3 .. HEATING AND COOLING ZONE MAP 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/ASCD 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/par- ishes, 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. The importance of site preparation for a problem -free instal- lation cannot be overstated. All vegetation must be removed from under the home site. The site must be properly graded and sloped to provide for storm drainage runoff. In particular, the area under the home must be graded to prevent water 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 moisture under the home. Ventilation openings must be provided in the under -floor enclosure or skirting on at least three (3) sides (pref- erable 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 footings should be determined. A pocket penetrometer (avail- able 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 profes- sional 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. PREVENTIONOF WATER BENEATH• SECTIONALSINGLE DO CROWND• -AD GRADE SITE TO SITE SO THAT off SLO WAY -•n�u_Iri �nu.Indil�n=Il��n� MWATER • LLECTS IousA1L=nC11=nE1=1-ll�oII n_IIFnEI:I nilel 1 •HOME l TRIPLE SECTIONAL • 1'IfrI IlFlh11.=1IL=,11-11E101011-11=IC��.IIA FROM HOME 7 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 Soil Type Allowable Pressure Based on the Unified Classification System (Pounds Per Square Foot) 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 blocking 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 manufacturer when finally positioned. All piers must rest on footings that either extend below the frost line or are otherwise protected from frost effects, and are placed on either undisturbed soil or compacted fill. DESIGN PROCEDURES Piers Less Than 36" High. Construct piers less than 36" high out of single, open or closed -cell concrete blocks, 8" x 8" x 16". Install them so that the long side is at right angles to the supported I-beam (See Figure 4-2). Position open cells verti- cally upon the footers. (See Figure 4-1). Horizontal offsets should not exceed 1/2" top to bottom. Mortar is not normally required. Manufactured piers should be listed and labeled. Do not extend their adjusting studs beyond the limits specified by the manufacturer. Piers 36" to 80" High. Construct all piers between 36" and 80" high, and all corner piers over three (3) blocks high, out of double, interlocked concrete blocks (See Figure 4-2). Mortar will not normally be required. Piers Over 80" High. Where permitted by local codes, lay them in concrete mortar with steel reinforcing bars inserted in the block cells and fill the cells with concrete. Where such construction is not permitted by local codes, have piers over 80" high designed by a registered professional or structural engineer. Location and Spacing. The location and spacing of piers depend upon the dimensions and weight of the home, the roof load zone, size, and type of construction of the footings. Other factors such as the location of doors or other openings and heavy pieces of furniture are also important. In general locate piers no more than 2' from either end, and not over 10' O.C. Single -Section Homes. Figure 5-2 shows the recommended locations and spacing of piers for single -section homes. Multi -Section Homes. Figure 5-3 shows the recommended location and spacing of piers for multi -section homes. Under Doors and Heavy Furniture. Place additional piers on both sides of exterior doors, side-wall openings wider than 4' (such as sliding glass doors), at Pavilion dormers, under porch posts, wood stoves, and under the expected locations of heavy pieces of furniture such as pianos, organs, waterbeds, etc. III� il� ill 111 ��7111 ��' III "I 111� 11��7111 ;� I 11111= 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 loadbear- ing capacity and resistance to decay. PLACEMENT IN FREEZING CLIMATES. Conventional Footings. For frost -susceptible soils, the most cost effective method of preventing the harmful effects of ground frost heave is usually by placing the footing below the frost line. Consult local authorities to determine frost penetra- tion. In the absence of a local code, use the frost penetration map as a guide. Existing manufactured home communities may be located on frost -susceptible soils in which homes historically have been installed on piers or slabs located above the frost line. For these communities, if there is a history of these homes not experiencing any deleterious effects from frost -heave and the homes are setup, supported and skirted as described herein, then footings are not required to extend below the frost line. Floating Slab System. When properly engineered by a reg- istered professional engineer, compatible with the anchorage requirements of Chapter 5, and acceptable to the local author- ity 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 re- quirement to cross ventilate the entire space under the home. Proper Sizing of Footings. Proper sizing of footings depends upon the load -carrying capacity of both the piers and the soil. See Table 4 for recommended footing sizes. See Table 4B for minimum required concrete footing thickness. Footing size in no case shall be less than 144 sq. in. or smaller than the pier it supports. Permanent Foundations. Check local building codes and 10 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-bear- ing perimeter foundation). A permanent foundation design, which meets most local codes, may be available from Skyline Corporation. Please contact the Skyline division which manu- factured the home or Skyline's National Director of Consumer Relations. Flood -Prone Areas. Skyline Corporation does not recommend locating homes in river or coastal flood -prone areas. Special elevation and anchoring techniques are required when locating in a flood -prone area. Consult a registered professional or structural engineer to make sure that the home design and construction conform to applicable federal, state and local codes and regulations. The FEMA publication listed below contains design and construction recommendations. Severe Wind Areas. Special foundation and anchoring tech- niques are required when locating in a severe wind area. Consult a registered professional or structural engineer. The HUD 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/NCSBCSA225.1-1987, "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. DU100K000005897. • "Building Foundation Design Guidebook," Document No. DE 88013350, National Technical Information Service, 5285 Port Royal Road, Springfield, VA 22161. ■ ■ • . IN ■, • • 1 1 � , •; 1 1 • 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 loadbearing 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. FST>� Y F` � I �6 l I � I 24" �W� �11 1/4" SINGLE PAD FOOTING `Y DOUBLE PAD FOOTING SINGLE PAD FOOTING `<~ Y r DOUBLE PAD Y TRIPLE PAD FOOTING w J tT I �� DOUBLE PAD W FOOTING FOOTING TWO DOUBLE PAD FOOTING ��y � YJ I J I � LOAD DISTRIBUTING PAD FOR SUPPORT ` TRIPLE PAD FOOTING LOAD DISTRIBUTING PAD FOR SUPPORT (24" X 24" X 4") TWO DOUBLE PAD FOOTING QUAD PAD FOOTING 16"x16"x4" CONCRETE PAD FOOTINGS 8"x16"x4" CONCRETE PAD FOOTINGS 2"x12"x24" WOOD PAD FOOTINGS 11 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TYPICAL PIER CONSTRUCTION —_I -Beam frame mainfra yy exceeding and shems(not tween oex�eedin ier and in thi kn= mShims shallbe a pleast(4' wide and 6" long, thickness) and =' driven tightbetweenwood plate or pier and main frame. 2" or 4" solid concrete block may fill remainder of gap. Cap — Wood or concrete, 2" x 8" x 16" installed with 16" dimension •.+�' ••.. L perpendicular to the I-beam frame. .•`PE •••i,� �• �� .••G� •• �i C Single open or closed cell concrete blocks 8" x 8" x 16" (open cells- •' :' placed vertically upon footer) installed with 16" dimension P ' perpendicular to the I-beam frame. * # ° J Footing - Solid concrete or other product approved for the purpose. ' Size according to Table 4. Ground Level •• ANP•���+� _ Footing below frost line when subject to frost heaving. ••�ftmst%, ti / SINGLE BLOCK PIER - 8000 LBS. MAXIMUM CAPACITY. PIER 1,.30.-58 CAPACITY MUST BE EQUAL TO OR MORE THAN REQUIRED FOOTFR CAPACITY Cap - Solid concrete block or equivalent. Double Interlocked Blocks, Max. Height is 80". 'oncrete grouting 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. 10315 6 1 36 21 L� -a,, 13 g 13 1 21 6 3 -4 2 2 18 5 1 17 21 7 13 1 1 14 21 10\ 6� 2 2 3 1 35 40 7 13 6 30 36 18 60 3 9 48 66 36 12 60 48 48 15 6 24 30 18 48 26 1 ° 654 24 221 2012 12 618 96 48 24 36 48 3%4 18 18 _ 24' 16 21 30 60 275 618 6 12 30 12 20 1 3 20 71624 21 17 1315 6 6 36 18 4 9 12 104 6 2 2 3y Frost Penetration Map 1 54 48 36 60 466 56 q-- 48 54 53845,4 42 60 51 28 48 30 38 41 35 36 42 9 24/ 48 $L4q 12424 \ \ 42 18 42 4225 3 15 72' 48 60 48 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 north The loads and footing sizes are the minimum values to be zone homes) are found in the supplement accompanying this used for the support structure and are based on the manual entitled "Manufactured Home Installation for Perimeter indicated roof live load and a floor live load of 40 PSF. 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 4 5 6 7 8 9 10 Se Per Foot See Note 4 12' WIDE HOMES 2420 3020 3620 4230 4830 5440 6040 604 2560 3190 3830 4470 5110 5750 6380 638 14' WIDE HOMES 16' WIDE HOMES 2940 3670 4410 5140 5880 6610 7340 734 Pier 3060 3320 3830 4150 4050 4720 5400 6070 6750 Fi75 4590 4980 5360 5810 Pier Load Pier Load Spacing Under Pier Load Pier Load (Lbs) Pier Load Pier Load Pier Load Pier Load Pier Load Main 20 PSF (Lbs) 30 PSF (Lbs) 40 PSF (Lbs) 20 PSF (Lbs) 30 PSF (Lbs) (Lbs) (Lbs) (Lbs) [-Beams Roof Roof Roof Roof Roof 40 PSF Roof 20 PSF 30 PSF 40 PSF (Ft.) Zone Zone Zone Zone Zone Zone Roof Zone Roof Zone Roof Zone 4 5 6 7 8 9 10 Se Per Foot See Note 4 2130 2660 3190 3720 4250 4780 5320 532 2420 3020 3620 4230 4830 5440 6040 604 2560 3190 3830 4470 5110 5750 6380 638 2410 3020 3620 4220 4820 5430 6030 603 2740 3420 4110 4790 5480 6160 6850 685 2940 3670 4410 5140 5880 6610 7340 734 2700 3370 3060 3320 3830 4150 4050 4720 5400 6070 6750 Fi75 4590 4980 5360 5810 6120 6640 6890 7470 7650 8300 7FF Qin IOTES: 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. The maximum spacing of supports is not to exceed 10 feet. 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". 'ier A Pier B Pier C l CERT _ ;a 09703 .°.�' STa OF 1O —90: 4. F -... a.A+ .. . /18#1111W The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, pier B would be designed for 7 ft. pier spacing. 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 6-0"8'-0„ I I 'ier A Pier B Pier C l CERT _ ;a 09703 .°.�' STa OF 1O —90: 4. F -... a.A+ .. . /18#1111W The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, pier B would be designed for 7 ft. pier spacing. 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 A; I -BEAMS DOUBLE -WIDE U4M, NOTES: 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. The maximum spacing of supports is not to exceed 10 feet. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements. For example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". 20' WIDE HOMES 24' WIDE HOMES 26'& 28' WIDE HOMES 32' WIDE HOMES Pier Spacing Under Main I -Beams (Ft.) Pier Load (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 4 1810 2060 2170 2100 2390 2560 2360 2630 2940 2680 1 3000 3320 5 2270 2580 2710 2630 1 2980 3190 2950 1 3350 3670 3350 1 3750 4150 6 2720 3100 3260 3150 1 3580 3830 3540 1 4020 4410 4020 1 4500 4980 7 3170 3610 3800 3680 4180 4470 4130 1 4690 5140 4690 1 5250 5810 8 3630 4130 4340 4200 4770 5110 4720 1 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 See Note 5 454 516 542 525 597 638 590 670 734 670 750 830 NOTES: 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. The maximum spacing of supports is not to exceed 10 feet. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements. For example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". Pier A Pier B Pier C e , •p18T 0 '98ft1120.. -*. Z1.97 The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, pier B would be designed for 7 ft. pier spacing. Concentrated loads at marriage line (see Table 3). 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 I < > I < I Pier A Pier B Pier C e , •p18T 0 '98ft1120.. -*. Z1.97 The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, pier B would be designed for 7 ft. pier spacing. Concentrated loads at marriage line (see Table 3). 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 14 _ T ■ _. 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. Typical dooror window opening - Width varies - see table below. Floor joists _----J'� 4x4 block, 4" longer - Typical Pier than joist spacing. Installed such that it , A`� spans joists on either side of doorjamb. Pier installed when Pier installed when joist is not under joist is under doorjamb. doorjamb. .Unit sidewall A 111o, 111111 See note 6.- I I _ —Unit sidewall Floor joists Typical Pier 20' WIDE HOMES 24' WIDE HOMES 78.5" MAX. OPENING 26'& 28' WIDE HOMES 108" MAX. OPENING 32' WIDE HOMES MAX. OPENING Span Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Between (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) Columns 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF (Ft.) Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof See note 1 Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone 6 900 1200 1500 1080 1440 1800 1260 1680 2100 1350 1800 2250 10 1500 2000 2500 1800 2400 30002100 1110 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 5600 3600 4800 6000 18 -ILa 2700 1 3600 4500 1 3240 I 4320 I 5400 3780 5040 6300 4050 5400 6750 3000 4000 5000 3600 4800 1 6000 4200 5600 7000 4500 6000 7500 24 3600 4800 6000 4320 5760 7200 1 5040J 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. Typical dooror window opening - Width varies - see table below. Floor joists _----J'� 4x4 block, 4" longer - Typical Pier than joist spacing. Installed such that it , A`� spans joists on either side of doorjamb. Pier installed when Pier installed when joist is not under joist is under doorjamb. doorjamb. .Unit sidewall A 111o, 111111 See note 6.- I I _ —Unit sidewall Floor joists Typical Pier NOTES: 1) Piers are required at all entry doors and window openings greater than four feet. 2) Piers are also required at bay windows where the sidewall opening is greater than four feet. 3) Piers are not required at door and window openings located along endwalls. 4) Piers are not required at some door and window locations If the floor has been reinforced at the factory. Contact the division that built your home to determine if this is applicable to your home. 5) See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 6) Maximum pier setback is 6". If pier load (from table 3A) is 1240 lbs. or less, and nominal unit width is 12', 14', 20', 24', 26', or 28', then setback may 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 (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 30 PSF Roof Zone Pier Load 0F 4PSF Roof Zone 12 500 640 790 810 1050 1280 1110 1440 1760 125n 1610 1980 14 550 710 870 890 1160 1430 1230 1600 1960 1370 1 1780 2200 16 600 780 960 980 1270 1570 1340 1750 220 1 r;nn 1960 2420 18 650 840 104Q 1050 13aO 170Q 1450 189Q 2340 2120 2620 20 440 570 590 720 920 1130 990 1270 1550 —Ifi2a— i1no 1420 1730 24b00 64 79 810 1050 1280 1110 1440 1760 1980 26 520 68 111Q 1180 1520 1870 1320 710 210 1 28 540 700 860 880 1140 1400 1210 1570 1930 2160 2 590 760 940 .95Q 1240 1530 1 310 1710 2110 1 1470 1 lqln 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 1300 Ibs. 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 MMMOKI F()nTINr S17FS AKIn r.AP4rITIFS FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING VALUES (Pounds) FOOTING SIZES (IN x IN) OR EQUAL AREAS (SQ. IN.) 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF ALLOWABLE 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"x32" 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.xIN.) (SQ. IN) (IN.xlN.) (SQ. IN) (IMAN.) (SQ. IN) (IN.AN.) (SQ. IN) (IMAN.) 1500 216 12x20 144 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2000 288 16x20 192 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2500 360 18x20 240 12x20 180 12x20 144 12x20 144 12x20 144 12x20 3000 432 20x22 288 16x20 216 12x20 144 12x20 144 12x20 144 12x20 3500 504 22x24 336 18x20 252 14x20 168 12x20 144 12x20 144 12x20 4000 576 24x24 384 20x20 288 16x20 192 12x20 144 12x20 144 12x20 4500 648 26x26 432 20x22 324 18x20 216 12x20 144 12x20 144 12x20 5000 720 26x28 480 22x22 360 18x20 240 12x20 162 12x20 144 12x20 5500 792 28x30 528 22x24 396 20x20 264 14x20 180 12x20 144 12x20 6000 864 30x30 576 24x24 432 20x22 288 16x20 198 12x20 144 12x20 6500 936 30x32 624 24x26 468 22x22 312 16x20 216 12x20 156 12x20 7000 1008 3202 672 26x26 504 22x24 336 18x20 234 12x20 168 12x20 7500 1080 3204 720 26x28 540 24x24 360 18x20 252 14x20 180 12x20 8000 1152 34x34 768 28x28 576 24x24 384 20x20 270 14x20 192 12x20 8500 1224 3406 816 2800 612 24x26 408 20x22 288 16x20 204 12x20 9000 1296 36x36 864 3000 648 26x26 432 20x22 306 16x20 216 12x20 9500 1368 36x38 912 3002 684 26x28 456 22x22 324 18x20 228 12x20 l0000 1440 38x38 1 960 3002 1 720 26x28 1 480 22x22 1 360 18x20 I 24n 12x20 TABLE 4A MMMOKI F()nTINr S17FS AKIn r.AP4rITIFS FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING VALUES (Pounds) FOOTING SIZE 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF 16"x16" 1780 2665 3555 5335 7110 10665 18"x18" 2250 3375 4500 6750 9000 13500 24"x24" 4000 6000 8000 12000 16000 24000 16"x32" 3555 5335 7110 10665 14220 21335 32"x32" 7110 10665 14220 21335 12" Round 785 1180 1570 2355 3140 4712 16" Round 1395 2095 2790 4190 5585 8375 18" Round 1765 2650 3535 5300 7070 10600 24" Round 3140 4710 6280 9425 12565 18850 36" Round 1 7070 1 10600 1 14135 1 21205 1 — — TABLE 4B MAXIMUM FOOTING SIZE PER FOOTING THICKNESS Note: 1. Concrete blocks are 8"x16" minimum. 2. Steel piers have 12" square base minimum. 3. Double steel pier may not be used on this footing. 17 PIER Minimum Footing Thickness DESCRIPTION 4" 6" 8" 12" Single Concrete 30"x30" square 40"x40" square CO.- Block 36' round L U U Double Concrete 38"x38" square 48"x48" square U Block 44" round x .= Single or Double 34"x34" square 45"x45" square CD @ Steel Pier 40" round C:) Quad steel Pier 46"x46" square o Single Concrete 22"x22" square 30"x30" square 38"x38" square U).� Block 28" round 38" round 48" round EM Q- Double Concrete 30"x30" square 38"x38" square 46"x46" square LU Block 36" round 46" round a -s Single or Double 26"x26" square 34"x34" square 42"x42" square CD Steel Pier 32" round 42" round o� NC° Quad steel Pier 38"x38" square 46"x46" square 44" round o Single Concrete 20"x20" square 26"x26" square 32"x32" square 46"x46" square T W -U - Block 24" round 32" round 40" round U) C Double Concrete 28"x28" square 34"x34" square 40"x40" square U Block 32" round 40" round 48" round x M. Single or Double 24"x24" square 30"x30" square 36"x36" square oM Steel Pier 28" round 36" round 44" round om Quad steel Pier 36"x36" square 42"x42" square 48"x48" square 40" round 48" round Single Concrete 16"x16" square 20"x20" square 26"x26" square 34"x34" square o Block 20" round 24" round 30" round 42" round U):= m a Double Concrete 24"x24" square 28"x28" square 34"x34" square 42"x42" square B U Block 28" round 34" round 40" round co0) Single or Double 20"x20" square 24"x24" square 30"x30" square 39"x39" square n .SE Steel Pier 24" round 30" round 34" round 46" round oM om Quad steel Pier 32"x32" square 36"x36" square 42"x42" square 48"x48" square co 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 WARNING: WHEN SETTING UP THIS HOME, THE FOLLOWING PRECAUTIONS REGARDING JACKING MUST BE FOLLOWED. Moving Home To Location: Make sure the following items are completed before placing the home: • The site is properly prepared. See Chapter 3. • All concrete work necessary to setting the home is finished • Utilities are installed or available. • Any trenching, for crossover drain lines or for wheels that will be left in place, is complete. • Items that could be difficult to install after the home is sited (such as anchors and ground moisture retarders) are in their proper locations. CAUTION: THE HOME WEIGHS SEVERAL TONS. USE ADEQUATE TEMPORARY SUPPORT BLOCKING TO SAFEGUARD WORKERS. SKYLINE CORP. RECOM- MENDS WOOD BLOCKING. Positioning Home. When not placing the home on a con- crete slab or poured -in-place footings, mark the corners of the home and lay out footings and support devices close to where they will be used. Then move the home or first section into position. Leveling and Blocking — Single -Wide Homes. 1. Before doing any jacking, place support piers for the home in the location under the home as specified in the home instal- lation 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 iack head to distribute the load. 5. The jack base and any blocking must be located on firm ground. 6. Do not operate the jacks while you are under the main I -beams of the home. 7. Use jacks only for raising the home. Do not rely on the jacks to support the home. 18 8. Place 4" x 6" x 48" min. safety timbers between the (- beams and ground in case of jack failure. Timber should be hardwood. 9. Raise the home in small increments and provide additional blocking between the home and the piers and safety piers as the home is raised. 10. Do not go under the home while it is supported on the jacks unless safety timbers capable of supporting the home are in place. FAILURE TO FOLLOW THESE WARNINGS MAY RESULT IN SERIOUS INJURY OR DEATH. Reminders before jacking... 1. Use only jacks in good condition with a minimum rating of 10 tons. 2. Use a minute man C -Channel jacking plate or equivalent between jack and steel I-beam to distribute the concentrated loads. (See Figure 5-1) 3. Use a firm support under the jack base to prevent tipping or settling of the jack. Skyline recommends a 12" x 12" or larger pad. 4. Always follow the sequence of jacking outlined below to avoid overstressing structural members. C -CHANNEL 8° LONG 10 TON JACK JACK SUPPORT - LOCATE f -ON FIRM SOIL Iv III =III -III =III- II FIG. 5-1 SET-UP PROCEDURES (Continued) The jacking procedure is as follows: 1. After the home is located in its final position, you can preliminarily level it by using the hitch jack but only after ad- equately wheel blocking the home so it does not roll. 2. Jack up one side of the home by placing one jack just forward of the front spring hanger and the other just behind the rear spring hanger. These two jacks must be operated simultaneously to raise the home. Jack low side of the home first. Install footings and piers; one just forward of the front jack and another just behind the rear jack (taking care not to exceed the correct spacing selected from Table 1 or 2). 3. Next, jack the main I-beam at the front and position a pier within 2'-0" of the end of the I-beam. At the completion of this step, this side of the home should be approximately level. 4. Repeat Steps 2 and 3 for the other side of the home. At the completion of this step, the home should be roughly level from front to rear and from side to side. 5. Place the remaining pier supports under the main I-beam on each side taking care to maintain a maximum distance of no more than the spacing determined from Tables 1 or 2 with piers located with 2%0" of each end of each I-beam. (See Fig. 5-2) 6. Level the home within reasonable tolerances, using a 6 foot carpenter's level, water level, or similar equipment. The final height adjustment is obtained by jacking the I-beam and placing hardwood shims between the piers and I-beam, or other approved methods such as adjustable piers. THIS LEVELING PROCESS IS IMPORTANT FOR APPEARANCE AND IS ESSENTIAL FOR THE PROPER OPERATION OF DOORS, WINDOWS, AND THE DRAINAGE SYSTEM. 7. Place additional supports at each side of sidewall door and window openings over 4'0" wide. (See Table 3A) 8. Within 90 days after initial set-up, the home should be releveled, if necessary to compensate for any pier settlement. Follow the procedure in Item 6 above. NOTE: DURING THE LEVELING OR RELEVELING PRO- CESS, LOOSEN FRAME TIES AND OVER -THE -ROOF TIES (IF PROVIDED) PRIOR TO JACKING HOME. 1 J - 2'-0" LJ q 0 L J L�J MAXIMUM PIER SPACING I -BEAM AS SELECTED FROM TABLE 1 r � TYPICAL PIER L J L ✓ L�J r � L J T L � MAX. L�J LJ 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 pro- cedures are the same as for single -wide units. The site must be prepared as previously described. Special consideration 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 desir- able to construct the footings and piers (to grade height) prior 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) II `L L.}J LJ L J L I -BEAM I i i L J " j, rl, r], I i r J I r i I r L L�J , LJ I L J I L�J I BE RESISTED BY UPLIFT CONNECTOR CAPACITY IS MARRIAGE WALL L J 3114# EACH TO BE RESISTED BY EQUIPMENT ANCHORING EQUIPMENT. LiJ Ll L�J— SYSTEM SHOWN r4ir�i L_J L_J rig LJ r -h L -J `Dimensions vary. If pre -construction of footing is desired, contact the Skyline divi- sion that manufactured the unit for applicable dimensions. w'�+`'T Wi �Eyi.5f�1��;+�G�. 4t UR ; �► lob I Ar * o STATE i FIG. 5-3 �'•�;'�orvp� 20 2'-0" Max. Varies` Piers required at all inte- rior 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 label indicating pier location. 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 FOOTINGS AND PIERS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY—ANY APPROVED SYS- TEM MAY BE USED. FIG. 5-5 RIM JOIST AT MARRIAGE LINE WHERE AVAILABLE PIERS DO NOT HAVE THE CAPACITY REQUIRED BY TABLE 3 FOR CONCENTRATED LOADS -2 OR MORE PIERS MAY BE USED. THE SUM OF PIER CAPACITIES AT EACH SUP- PORT POINT SHALL BE AT LEAST EQUAL TO THE LOADS SPECIFIED IN TABLE 3. UPLIFTED CON- NECTOR CAPACITY IS 1242# EACH TO BE RESISTED BY UPLIFT CONNECTOR CAPACITY IS MARRIAGE WALL ANCHORING 3114# EACH TO BE RESISTED BY EQUIPMENT ANCHORING EQUIPMENT. CABLE & THIMBLE SYSTEM SHOWN STANDARD FOR ILLUSTRATION HURRICANE STRAP ONLY —ANY CAPACITY IS 3150# APPROVED METHOD PER STRAP MAY BE USED RIM JOIST 1/4" CABLE THIMBLE INSERTED IN o 'TOR CONNECTOR CABLE CLAMPS STANDARD HURRICANE HOLE. STRAP IS TO BE CON - CON- GALVANIZED STEEL SLOT IN STRAP IS FOR INSTALLA- NECTED DIRECTLY TO CABLE 7/32" DIA. TION OF STANDARD HURRICANE APPROVED ANCHOR. (7x7) OR 1/4" DIA. STRAP DESCRIBED ON PAGE STRAP IS ATTACHED TO (7x17) TENSION 25. CONNECTTIE-DOWN STRAP WALL IN FACTORY. CABLE PER DIRECTLY TO UP -LIFT CONNECTOR TIE -DOWN AS SHOWN BY FIG. 5-12. (SPLICE INSTRUCTIONS DEVICE NOT REQUIRED) TYPICAL MARRIAGE WALL STRAPS SET-UP PROCEDURES (Continued) INSTALLATION OF "ADJUSTABLE OUTRIGGER" Perimeter joist 5-#12x2" wood screws Thrust Bracket Typical transverse floor joist Pipe 6"jg Main Unit I -Beam. Must be + or 10" deep or more. 1/2" Threaded Rod must % be seated in corner of I -Beam web/flange. ADJUSTABLE OUTRIGGER Adjustment nut 3/4" threaded rod INSTALLATION INSTRUCTIONS 1. Locate the floor joist that requires support. 2. Mark I-beam directly under the floor joist to align "Adjustable Outrigger". 3. Adjust nut on threaded rod so it clears the frame flange for easy adjustment. 4. Set threaded rod in the pipe and against the frame. 5. Set thrust bracket on the floor joist and secure it with five #12 x 2" screws. If there is insulation installed between bottom board and floor joist, cut a small slit in the bottom board and insulation. Move the insulation away from the area where the thrust bracket is to be installed. Install bracket and repair bottom board with provided bottom board tape. 6. Adjust proper pressure by tightening the nut, until the perimeter joist is square and level. 7. If the "Adjustable Outrigger" is to be exposed to the weather after installation, or installed in highly corrosive environment, then it shall be painted with an exterior grade paint. IOTES: 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. 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. The maximum load carrying capacity of the "Adjustable Outrigger" is 1400 lbs. See page 15, Table 3A for required pier loads at door and window openings. These instructions are applicable ONLY to "The Adjustable Outrigger" manufactured by Manufactured Housing Foundations Systems Inc. (A subsidiary of Oliver Technologies, Inc.) The "Adjustable Outrigger" is to be temporarily removed if the home is to be retransported, and then reinstalled after setup. The "Adjustable Outrigger" is not available for use on 18' singlewides, 14' singlewides with 75.5" I -Beam spacing or 16' single- wides with 82.5" or 75.5" ]-Beam spacing. 21 SET-UP PROCEDURES (Continued) FIG. 5-6 USE OF WATER LEVEL VALVE WATER LINE SUPPORT DEVICE MATERIAL TO MAKE LEVEL • Five Gallon Pail with Lid • Plastic Tubing — 100 feet x 3/8" or 1/2" • Cork— 1-1/2" • Male Barbed Fitting — 3/8" x 3/4" • Steel Washer — 7/8" • Nut — 3/4" • Female Barbed Fitting — 3/8" x 1/2" • Male Valve — 1/2" • Pipe Sealant • Food Coloring — 8 oz. "HOW TO USE A WATER LEVEL" O % O � f —, Z::0 PLACE AT ANY POINT AROUND HOME Unroll Tubing: Position level where it is to be used. Take care not to have kinks in it, step on it or lay anything on it. Check for Air Bubbles: To remove any lower valve below bottom of container and open. Close valve when they are out. Container Location: Located so valve can reach all areas of home. Build up container so water line in valve end of tubing is at the predetermined height support devices will be set. Leveling of Support Device: Secure valve above determined height and open. Adjust device as needed. Close valve and move to next support device. NOTE: Level all support devices before lowering home. 22 SET-UP PROCEDURES (Continued) 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 5-8A. 4. Slide the two halves together with rolling and jacking equipment. Care must be taken during rolling and jacking operations to avoid overstressing structural members. With the halves together at the floor, align the floors at the ends of the home. It is better to have a minor misalignment under the siding where it cannot be seen and will not cause a problem, than a small misalignment that will be observed in the interior of the home. 5. With the home aligned at the floor and supported by its foundation, join the floors using 3/8" x 3" (4-1/2" lags with double perimeter joist) lag screws 2 to 3 feet on center. A gap between 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". Use the procedures out- lined on page 16 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". Lag screws to be 3/8" x 5". Install lag screws or bolts 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 or 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. Shim any gaps at columns with plywood or lumber and increase fasten- er length to achieve min. penetration. See Figure 5-7A. NOTE: (1) When beam support consists of a column instead of Centerline bearing wall, use 6 bolts/lags at 3" o.c. each side of column. (2) Beam marked with paint at column locations. 3" 1-1/2" FIG. 5-7 APPROVED PFS Corporation Madison Will - 07 03/14/05 HUD Manufactured Home Construction & Safety Standard #8X4" wood screws at 16" o.c. Either fastener location shown is ac- ceptable. If post is constructed from 2x4s or 2x6s use toe -screw locatio . (1-1/2" penetration required.) Mating line Interior support post FIG. 5-7A configurations (typ.) 23 SET-UP PROCEDURES (Continued) DOUBLE -WIDE INTERCONNECTION (Continued) NOTE: IT IS IMPORTANT TO HAVE ROOF/CEILING SEC- TIONS FLUSH AT MATING LINE PRIOR TO FASTENING OF RIDGE BEAM HALVES. IF THEYARE 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 FIG. 5-8A Pad on ceiling section \ to be raised. �`-�► Base over both floors at mating Ridge beam Install sill sealer (provided) at endwalls, floor mating line and ridge beam bottom flange. NAatinn ling rim inic+ ATTACHMENT OF GYPSUM PANELS AT DOUBLE -WIDE CENTERLINE Some multiple -wide units will have a gypsum panel left off at the centerline for field attachment. Fasten the factory sup- plied 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 5-8B below. I Centerline of Unit Gypsum Wallboard Blocking if required, will be j Do Io Fasten 5/16" gypsum panels to framing with 3/16"x1" sta- ples 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. 4' for field installed gyp. Panel. INTERIOR VIEW FIG. 5-8B Center gypsum panel is field in- stalled. All required gypsum panels, fasteners and adhesives are supplied by the factory. SET-UP PROCEDURES (Continued) MANUFACTURED HOME TIE -DOWN INSTRUCTIONS The support system must also resist lifting, sliding, and over- turning forces resulting from side winds. A method used is to install ground anchors and tie -down straps in addition to the piers. Tie -downs as described are the minimum necessary if the home is to withstand its design loads without dislocation. On multi -section homes, sections must be fastened together and level before tie -down straps are installed. WARNING BEFORE GROUND ANCHOR INSTALLATION, DETERMINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRI- CAL CABLES, WATER LINES OR SEWER PIPING. FAIL- URE TO DETERMINE THE LOCATION OF UNDERGROUND ELECTRICAL CABLES MAY RESULT IN SERIOUS PER- SONAL 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" diam- eter 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. Connect the straps to the frame and ground anchors (See Figs. 5-9 and 5-10). Straps wrapped around the I -Beam as shown in Fig. 5-9 require protection from premature failure due to sharp corners. Fig. 5-9A illustrates one method to protect against sharp corner damage. Other methods (such as beam clamps — Tie -Down Engineering part no. 59003 or equivalent) approved by the local building authority having jurisdiction may be used. 3. Tighten the straps using the tensioning device provided with the ground anchors. Use caution to avoid overtension- ing the straps which might pull the home off the piers. It is recommended that all straps be tightened only enough to re- move slack. Then, after all straps are installed and the slack removed, tension the straps. 4. The strap tension should be rechecked at frequent inter- vals until all pier settlement has stopped. CAUTION: DURING THE RELEVELING PROCESS, DO NOT JACK THE HOME AGAINST TIGHT STRAPS. Protect sharp corners with 26Ga. (0.019" min.) x 2" galvanized steel strapping material formed to fit around beam flanges. Sharp corner protection at top and bottom of beam if strap is wrapped around beam. Unit I -Beam FIG. 5-9A 25 SET-UP PROCEDURES (Continued) MANUFACTURED HOME TIE -DOWN INSTRUCTIONS (Continued) OPTIONAL OVER -THE -ROOF STRAP PROCEDURE Materials not furnished with the home which will be neces- If over -the -roof straps are provided (optional on all homes) sary to properly connect the over -the -roof straps are: they may be connected to ground anchors as specified in the 1. Ground anchors capable of withstanding at least 4,750 following procedure in order to achieve additional stability in pound pull when installed in the soil at the site. extreme winds. Note that the frame tie -down procedure on 2. Strap end connection devices (See Fig. 5-10). page 25 is still mandatory. STEP 1 61LF, � STRAP BUCKLE NOT PROVIDED PULL TIGHT DOWN TO ANCHOR ,t.��>t� T... OF ' c t� A•NP. *+. NAL 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 — MIN. In MINUTEMAN STRAP DEVICE OR EQUIVALENT APPROVED ~— ANCHOR 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 interference with skirting (See Fig. 5-11). 2. Insert the minuteman connector yoke through the eye in the anchor and insert slotted bolt through the yoke. 3. Place end of strap through slotted bolt and remove slack by turning bolt. DO NOT TENSION UNTIL BOTH ENDS OF STRAP ARE CONNECTED. 4. Tension and lock minuteman connector in position; consult instructions furnished with connectors. 5. Check strap tension (See step 4 under frame tie -down procedure). 6. For double -wide homes see Fig. 5-12 for the splice connection at the centerline. OPTIONAL UNDER -SKIN STEEL STRAP (FACTORY INSTALLED) STRAPS TO BE INSTALLED VERTICALLY HOR FIG. 5-11 ANCHOR 1. Insert end of the strap through the slat on the splice device, allowing 15" of strap to extend through the device. DOUBLEWIDE OPTIONAL STEP 2. Make a 180 degree bend in the strap and slide a strap seal over the double thickness of strap, positioning the strap seal as close to the OVER -THE -ROOF STRAPS splice device as possible. Compress the strap seal on the strap with STRAP SEAL a pair of vise grip pliers or hammer, or crimp strap seal with an A -B Chance crimping tool. (Make all bends in the strap as sharp as pos- sible by crimping with vise grip or larger pliers). SPLICE DEVICE Q 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 com- pleted assembly down to the ridge beam by tensioning the strap in the A STEP 3 ground anchor. FIG. 5-12 26 111 TABLE 5 STRAP ANGLE TABLE FOR STANDARD HEIGHT PIERS - WIND ZONE 1 SINGLE-WIDES ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14' O.C. MIN STRAP ANGLE 18 DEGREES 22 DEGREES MAX. STRAP ANGLE 47 DEGREES 37 DEGREES DOUBLE-WIDES ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14' O.C. MIN STRAPANGLE 8 Degrees, 10.5 Degrees for 32' Wides 8 Degrees, 12.5 Degrees for 32' Wides MAX. STRAP ANGLE 43 Degrees, 54.5 Degrees for 32' Wides 33 Degrees, 47 Degrees for 32' Wides DOUBLE-WIDES WITH 5/12 ROOF PITCH ANCHORS/STRAPS 8' O.C. NA MIN STRAP ANGLE 7.8 Degrees, 9.2 Degrees for 24' Wides, 4.9 Degrees for 32' Wides MAX. STRAP ANGLE 40.3 Degrees, 43.0 Degrees for 24' Wides, 37.3 Degrees for 32' Wides DOUBLE-WIDES WITH 7/12 ROOF PITCH ANCHORS/STRAPS 6' O.C. NA MIN STRAP ANGLE 21.7 Degrees, 8.4 Degrees for 32' Wides MAX. STRAP ANGLE 48.3 Degrees, 44.7 Degrees for 32' Wides MINJMAX. PIER HEIGHTS FOR STANDARD HEIGHT PIERS - WIND ZONE I SINGLE-WIDES nni IRI F-WInFS MAIN I -BEAM SPACING (in) 75.5 82 99.5 75.5 82 99.5 WIND ZONE I H MIN in 12 12 - - - - WIDES MAIN I -BEAM SPACING (in) 32 ``O WI P� ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 12' O.C. H MAX in 27.5 H MIN in 12 ANCHORS/STRAPS 14' O.C. ANCHORS/STRAPS 14' O.C. 75.5 82 99.5 MAIN I -BEAM SPACING (in) 75.5 82 99.5 75.5 82 99.5 12 ft H MIN (in) 12 12 12 13 12 12 WIDES H MAX in H MIN in 36 14 32 12 23 12 25 17 34 13 16 12 14 ft WIDES H MAX (in) H MIN (in) 48 16 44 13 35 12 34 19 31 15 25 12 16 ft WIDES H MAX Ti-nT-60 In - 56 - 47 12 42 - 40 - 33 - 18 ft WIDES H MAX (in) 58 1 - - nni IRI F-WInFS SLI I IU E =KTd1 I N11`iT(TA M! eG1(i Yl US1S1 MU INN: ANCHORS/STRAPS 8' O.C. NA MAIN I -BEAM SPACING (in) 75.5 82 99.5 75.5 82 99.5 WIND ZONE I H MIN in 12 12 - - - - WIDES MAIN I -BEAM SPACING (in) 32 ``O WI P� ANCHORS/STRAPS 12' O.C. WIDES H MAX in 27.5 H MIN in 12 ANCHORS/STRAPS 14' O.C. 32 ft 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 - 1 - - 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 in 28 ft WIDES H MIN in H MAX (in) 28 ft WIDES H MIN (in) H MAX (in) SLI I IU E =KTd1 I N11`iT(TA M! eG1(i Yl US1S1 MU INN: ANCHORS/STRAPS 8' O.C. NA MAIN I -BEAM SPACING (in) 75.5 82 99.5 75.5 82 99.5 24 ft H MIN in 12 12 - - - - WIDES H MAX in 28 25 - H MIN (in) - - 12 32 ``O WI P� 28 ft WIDES H MAX in 27.5 H MIN in 12 G NAI 32 ft WIDES H MAX in 30.5 Fen": �ATIU7.Y4TIrr:r/!li'�:i�I�lilli - MAIN I -BEAM SPACING (in) ANCHORS/STRAPS 6' O.C. NA 75.5 82 99.5 75.5 82 99.5 28 ft WIDES H MIN (in) - - 12 - - - 34 H MAX in 32 ``O WI P� "'611 MIN in 12 35 .......1� laX in ' ` e See Table 5 & 5A fors acin 6" t g PE19600312 p y 10/26/05 STATE OF G NAI I -Beam n,nnn, a" A A t--Strap----j__ Anchor ANCHOR TIE DOWN DETAIL FIG. 5-1 Buckle - See Fig. 5-9 Strap - See page 25 for specs. 1" min. t Main Frame H Strap Angle Anchor rated and installed per Anchor manufacturer's instructions SECTION A -A 27 TABLE 5A STRAP ANGLE TABLE FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES WIND ZONE I WIND ZONE I ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. MIN. STRAPANGLE 18 DEGREES MAX. STRAP ANGLE 63 DEGREES DOUBLE-WIDES ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. MIN. STRAP ANGLE 6 Degrees, 7 Degrees for 32' Wides 4 Degrees, 5.5 Degrees for 32' Wides MAX. STRAP ANGLE 63 Degrees, 67 Degrees for 32' Wides 70 Degrees, 73 Degrees for 32' Wides MINJMAX. PIER HEIGHTS FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES WIND ZONE I WIND ZONE I ANCHORS/STRAPS 8' O.C. MAIN I -BEAM SPACING (in) 75.5 82 99.5 ANCHORS/STRAPS 6' O.C. 75.5 82 99.5 12 ft WIDES H MIN (in) 12 12 12 H MAX in 66 59 42 H MIN in 14 13 12 H MAX (in) 72 72 64 H MIN (in) 18 17 14 MAX Tn 72 72 72 in - - 18 H MAX (in) 72 - - - 14 ft WIDES 16 ft W I DESH 18 ft WIDES DOUBLE-WIDES See Table 5 & 5A for spacing 6" typ. T T I Imo_ I -Beam A A Strap Anchor ANCHOR TIE DOWN DETAIL FIG. 5-14 28 .', Buckle - See Fig. 5-9 Strap - See page 25 = for specs. 1" min. Main Frame---, W H Strap Angle ----------- ---- ------ I_ Anchor rated and installed per 1110 _ II__ Anchor manufacturer's instructions SECTION A -A ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. MAIN I -BEAM SPACING (in) 75.5 82 99.5 75.5 82 99.5 20 ft H MIN (in) 12 - - 12 - - WIDES H MAX in H MIN in 42 12 - 12 - 12 60 12 - 12 12 24 ft WIDES H MAX (in) H MIN (in) 67 12 60 12 43 12 72 12 72 12 60 12 26 ft WIDES H MAX in in 72 12 72 12 55 12 72 12 72 12 72 12 28 ft WIDES H MAX (in) H MIN (in) 72 - 72 65 12 72 - 72 - 72 12 32 ft WIDES H MAX (in) _ 72 1 72 See Table 5 & 5A for spacing 6" typ. T T I Imo_ I -Beam A A Strap Anchor ANCHOR TIE DOWN DETAIL FIG. 5-14 28 .', Buckle - See Fig. 5-9 Strap - See page 25 = for specs. 1" min. Main Frame---, W H Strap Angle ----------- ---- ------ I_ Anchor rated and installed per 1110 _ II__ Anchor manufacturer's instructions SECTION A -A T TIE -DOWN DETAILS FOR EXTRA TALL PIERS (UP TO 8811) WIND ZONE I ONLY TABLE 513 ,�,9911110as>� RE� T LFG I YPIGAL 51NGLE-WIDE 99.5", except 24' wides may be 99.5", �� 82" or 75.5" -,I TYPICAL DOUBLE -WIDE Straps and anchors to be installed 12'-0" o.c. maximum. 8'-0" o.c. maximum for units with 5/12 roof pitch A Notes: 1) Straps and anchors to be rated for 3150 lbs. of working stress min. 2) See page 25 for strap material specification, connection to I -Beam and all other setup information. 3) See page 12 for required pier construction. 29 NOMINAL UNIT WIDTH Singlewides Doublewides Doublewides with5/12 Roof Pitch 14' 16' 24' 28' 32' 28' 32' Strap Angle, 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) Pier Height, H Min. 12 12 18 28 40 29 19 (degrees) Max. 88 88 88 88 88 88 88 Notes: 1) Straps and anchors to be rated for 3150 lbs. of working stress min. 2) See page 25 for strap material specification, connection to I -Beam and all other setup information. 3) See page 12 for required pier construction. 29 STANDARD TIE -DOWN DETAILS Q,GISTE/�;�o . GAJ!,,: hln • aS z �z 0 0 oQ W > J f11 J F W X wa N TABLE 6 T '-1 1 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 z 0 z MIN. & MAX. ELEVATION WIND ZONE II MIN. & MAX. DIAGONAL STRAP ANGLE � g T1 HT1 W i2 � 25° TO 40° I I J W STRAPANGLE 12" TO 27" F===i F 7 r T 1 r T I_.L-4 STRAPANG 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 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 SEE NOTE #1 WIDTH MIN. & MAX. ELEVATION WIND ZONE II MIN. & MAX. DIAGONAL STRAP ANGLE MIN. & MAX. ELEVATION WIND ZONE III MIN. & MAX. DIAGONAL STRAP ANGLE 12' 14" TO 25" 25° TO 40° 14" TO 26" 25° TO 41' 14' 12" TO 27" 20.5° TO 40° 20.5° TO 41' 12' SHED ROOF 25.2" TO 34.6" 41 ° TO 50° 25.2" TO 34.6" 41 ° TO 50° 14' SHED ROOF 23.4" TO 38.4" 36° TO 50° 23.4" TO 38.4" 36° TO 50° 16' 16" TO 36" 20.5° TO 40° 15.5" TO 38" 19.5° TO 41' 18' 20" TO 44" 20.5° TO 40° 19" TO 47" 19.5° TO 41' 20' OR 22'* 12" TO 15" 34° TO 40° 12" TO 16" 34° TO 42° 24' 12" TO 22" 24.5° TO 40° 12" TO 23.5" 24.5° TO 42° 28 12" TO 23.5" 23° TO 40° 12" TO 25.5" 23° TO 42° 32' 12" TO 33" 16.6° TO 39.3° 12" TO 36" 16.6° TO 41.8° 16' SHED ROOF 21" TO 27.5" 25.9° TO 32.4° 1 21" TO 27.5" 25.9° TO 32.4° NOTES: 1) FOR STRAP MATERIAL SPECIFICATION, CONNECTION TO FRAME I -BEAM & OTHER SETUP INFORMATION, REFER TO SKYLINE INSTALLATION MANUAL 2) FOR ANCHORING SYSTEMS, THE INSTRUCTIONS SHALL INDICATE: A) THE MINIMUM ANCHOR CAPACITY REQUIRED; B) ANCHORS SHOULD BE CERTIFIED BY PROFESSIONAL ENGINEER, ARCHITECT, 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 BY A 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. SKYLINE CORP. 30 Sidewall straps are factory installed. z Ground anchor (typical). TIE -DOWN DETAILS FOR 5/12 ROOF PITCH DOUBLE WIDES AT WIND ZONE II & III TABLE 6A Optional Strap location A2 ------ Hl L H2 Standard Strap location Al Straps and Anchors to be spaced 5'- 4" o.c. max. @ Zone II & 4'- 0" o.c. max. @ Zone III. ' Ntisr#:grs 'q�Y T CFG,,�•�� IF • Ata • 19600312 1 - �: ATEO '2: ��_•1 A ItA•.� � 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 H 1 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 �II�ILr1tdE Lln�� ��x : _ llll TIE -DOWN DETAILS FOR UNITS WITH 102" SIDEWALLS Factory installed sidewall strap. Not required at Wind Zone I. Z' Ground anchor (typical). Alternate Strap angle (A). =r• H Factory installed sidewall strap. Not required at Wind Zone I. Ground anchor (typical). Alternate Tiedown Strap location. Wind Zone II or III only. Standard Tiedown \ Strap location TYPICAL DOUBLEWIDE Alternate Tiedown Strap location. Wind Zone II or III only. Alternate Strap Standard Tiedown angle (A). Strap location .., :. n TYPICAL SINGLEWIDE Standard Strap angle (A). OYAKMAon T1II=_nn1A1K1 STROP 1 nrATIONS `or.urrrrror� T. LFA, •�• + � s s' r No. * 19600312 3.5, 01 ^� N STATE OFQ •p•.•�Q�. �NDlP Strap 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. 5'-4" o.c. max. at Wind Zone II. 4'-0" o.c. max. at Wind Zone III. Wind Zone I H (Max.) H Min. A (Max.) A (Max.) 14' Singlewides 32" 12" 45.0 degrees 19.0 degrees 16' Singlewides 44.5" 14" 46.0 degrees 18.0 degrees 28' Doublewides 36" 50.0 degrees 7.0 degrees 32' Doublewides 49.5" 12" 51.0 degrees 10.0 degrees 28' Doublewides with 5/12 roof pitch 23.5" 38 degrees 9 degrees 32' Doublewides with 5/12 roof pitch 27.5" 12" 34.5 degrees 6 degrees 48" H Max.) 28" 37" 25" 35" 12' _ Wind H (Min.) 13 7.5' 12" 12 20.6 degrees 19.0 degrees Zone II A (Max.) 41.0 degrees 40.5 degrees 41.5 degrees 41.0 degrees H (Max.) 48" (Max.)egrees 48„ 22.0 degrees 23.0 degree 16.6 degrees 12" 12" 12" H (Max.) 33" 44" 29" 41" 20.6 degrees 19.0 degrees Wind H (Min.) 12" 15.5" 12" 1 12" Zone III A (Max.) 45.7 degrees 45.5 degrees 45.8 degrees 45.5 degrees A (Max.) 20.4 degrees 19.7 degrees 23.0 degrees 16.6 degrees AI -r= KIATG TIP_n(1WA1 STPAP I nrATIONS NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) See page 25 for strap material specification, connection to I -Beam and other setup information. 3 Main I -Beam spacing to be 99.5" min. on all units. 4� Not available on 5/12 roof pitch units at Wind Zone II or III. 32 14' Singlewides 16' Singlewides 28' Doublewides 28' Doublewides 32' Doublewides 32' Doublewides with 5/12 roof pitch with 5/12 roof pitch H (Max.) 48" 48" 48 48 - Wind H Min.) 12' 2" 12° 12" Zone II A (Max.) 20.0 degrees 18.6 degrees 20.6 degrees 19.0 degrees (Max.)5.2 degrees 4.8 degrees b.4 degrees 4.9 degrees H (Max.) 48" 48„ 48„ 48" Wind H (Min.) 12" 12" 12" 12" Zone III A (Max.) 20.0 degrees 18.6 degrees 20.6 degrees 19.0 degrees A (Max.) 5.2 degrees 4.8 degrees 5.4 degrees 4.9 degrees NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) See page 25 for strap material specification, connection to I -Beam and other setup information. 3 Main I -Beam spacing to be 99.5" min. on all units. 4� Not available on 5/12 roof pitch units at Wind Zone II or III. 32 lJEflffJLB1R W III U11 I e. 4"" 40 1 911 TAG UN 1 -BEAM -SEA - I -BEAM TYPICAL DOUBLE -WIDE GROUNDANCHOR--LONGITUDINAL TIE DOWNS MAX. HORIZONTALANGLE— (SEE TABLE) I -BEAM L FRONT OR REAR 7 I CROSS MEMBER TOP VIEW BEAM -J_- -- r TYPICAL SINGLE -WIDE -BEAT M I -BEAM TYPICAL DOUBLE -WIDE �B E7AM N7— I -BEAM BEAA7M —_I_— TYPICAL TRIPLE -WIDE MAIN -BEAM\ SHOULDER -TYPE EYE BOLT, NUT & WASHER NOT PROVIDED MAIN I -BEAM TIEDOWNS_ \\ LONGITUDINAL T — GROUND ANCHOR J FRONT OR REAR STRAP/ CROSS MEMBER _1— F— 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 DOUBLEWIDES w/5/12 ROOF PITCH ANGLES DEGREES 12' 14' 16' 18' 24 26' 28' 32' 24' 26' 28' 32' TRIPLEWIDES TAG UNITS MAX. VERTICALANGLE 46 35 118 1 NA 42 37 32 13 35 28 19 NA 23 42 71- MAX. HORIZONTALANGLE 20 20 20 NA 20 20 20 20 20 20 20 NA 20 20 2 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' 1 28' 1 32' 24' 26' 28' 32' TRIPLEWIDES TAG UNITS MAX. VERTICALANGLE 32 NA INA I NA 1 27 17 NA NA 11 NA NA NA NA 27 MAX. HORIZONTALANGLE 20 20 1 NAI NA 1 20 1 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 DOUBLE- DOUBLEWIDES w/5/12 ROOF PITCH ANGLES (DEGREES) 12' 14' 16' 18' 24' 26' 28' 32' 24' 26' 28' 1 32' RIPLEWIDES TAG UNITS MAX. VERTICALANGLE 62 57 51 45 61 58 56 50 57 54 51 43 52 NA MAX. HORIZONTALANGLE 1 45 45 45 1 45 45 45 1 45 145 45 45 45 45 45 NA 4 TIE -DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE III NOMINAL UNIT WIDTH (feet) SINGLEWIDES I DOUBLEWIDES DOUBLEWIDES w/5/12 ROOF PITCH ANGLES (DEGREES) 12' 14' 16' 1 18' 1 24' 1 26' 28' 1 32' 24' 26' 28' 32' TRIPLEWIDES TAG UNITS MAX. VERTICALANGLE 56 149 141 1 31 1 54 1 51 1 47 139 49 45 41 28 42 NA MAX. HORIZONTALANGLE 45 55 145 1 45 1 45 1 45 1 45 1 45 45 45 45 45 45 NA NOTES: 1) Longitudinal Tiedowns are in addition to diagonal tiedowns along the main rails. 2) Ground anchors, straps & cables (including eyebolt, nut, etc.) shall be capable of resisting an ultimate load of 4725 lbs. (3150 lbs. design) min. Install ground anchor in accordance with ground anchor manufacturer's installation instructions. See note 2 page 29. 3) Anchorage system subject to local inspection at the time of installation. 4) Other methods approved by local building authorities may be used. 5) Longitudinal tiedowns are not required at wind zone I. 6) If a doublewide unit has a roof pitch exceeding 3/12 (i.e. 4/12) then use 5/12 roof pitch requirements. 33 rW k; -04�t_' 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: Width of the home. Main I-beam spacing of the home. Wind Zone area where home is to be placed. 4. Distance from bottom of I-beam to ground. Torque reading of the soil. 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 maxi- mum allowable strap spacing. Enter table at left hand side for 14' wides, and check the maximum pier height (H) for 99.5" 34 I-beam spacing. H max.=35" with straps/anchors spaced at 12' o.c. maximum. Therefore, tie -down strap spacing should not exceed 12 foot on center. If the home were placed in a Wind Zone II or III area, the tables on pages 30 or 31 would be used. Next, determine the correct soil anchors to be used. An an- chor soil test probe is required to test the soil where the exam- ple 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 man- ufacturer. If the direction of the pull is not in line with the shaft of the anchor, a concrete cylinder collar or a ground anchor sta- bilizer 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). Note: Use 8d galvanized box Figure A Figure B nails w/min. 3/16" dia. heads Double Wide Masonite at 4" o.c. around perimeter Vertical Masonite Application Close -Off Application and 8' o.c. at intermediate studs. 16" o.c. 1 Unit max. I Centerline typical studs I 3/8" tYP • I • _ ... ............. .............. '^ Butyl caulking D 4" 8 at joint typ tYP Masonite Siding '14" tyP� � 4 ' Masonite Close -off field • �. 8d galvanized i• installed w/8d galvanized 4" box nails 4" o.c. • typ• 1 1/8" typ box nails 8" o.c. at Wind • 4-3/8^ Zone I, 6" o.c. at Wind Zones II and III. Stain edges to Perimeter Joist iUnit Stain bottom match Masonite Centerline edge (See note 1) Figure C Figure D Horizontal Joint Vertical Joint Masonite Siding Caulk joint w/ butyle caulking Flashing Masonite Strip (rip Masonite Siding Masonite Siding from siding sheets) JIM Stain Edges to match - Use 8d galvanized Use 8d galvanized box box nails 4" o.c. nails 4" O.C. w/min. 3/16" dia. heads Masonite Siding (May be lap siding) Figure E NOTE: Typical Window Trim Application 1. All ripped edges to be stained with matching acrylic latex 8" typ. At Wind stain from siding mfr. Zone I, 6" Typ. At17 Caulk with butyl Wind Zone II & III caulking to match I I _ trm S 1/2" Use 8d galvanized box nails w/min 3/16" dia. C I!'' . 5_'� heads r V 35 TYP Butyl caulking to • match trim (fill • rabbetted area) Use 8d galvanized box nails w/min 3/16" dia. C I!'' . 5_'� heads r V 35 SET-UP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE VINYL LAP SIDING The siding panels should be attached using galvanized steel or aluminum 16 ga. 1/2 by 1-1/2" staples. (6d galvanized nails may also be used). Staples should be driven so that there is a 1/32" clearance between the siding and staple crown to allow some lateral movement. Fasten every 16" at the stud location. 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. Verti- cal 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 fastening. If a home has been provided with "Craneboard" solid core vinyl siding, then read and follow the special instructions provided with this manual. Incorrectly Correctly Incorrectly Applied Applied Applied ■ DETAIL A 36 Ut I/AI L t5 FIG. 5-19 DETAIL C Mark Angle 2 Scrap Pieces for Cut ' of Siding Pattern for Angle DETAIL D J -Trim `PQQ� Diverter Min. J -Trim All Purpose Trim DETAIL E i'a(I;t!(011�16 ' I SET-UP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE JAMES HARDIE "HARDIPLANK" OR "HARDIPANEL" SIDING "Hardiplank" and "Hardipanel" are fiber -cement siding panels. "Hardiplank" is a lap style siding, and "Hardipanel" is a panel type siding. Fasten the siding panels to framing members with 6d galvanized nails (2" long min. -2-1/4" with "Hardiplank" at Wind Zones II and III) per the details shown in Figure 5-20 below. "Hardiplank" siding requires 2 additional fasteners evenly spaced between studs into sheathing at Wind Zone II and III only. "Hardiplank" siding is not allowed within 3 feet of a sidewall/endwall corner at Wind Zone III. Finish siding by painting with an exterior grade, semi -gloss acrylic or latex paint. All ripped edges of panels should be painted to match. Figure A Figure B Hardiplank -�} . Rim Joist Hardiplank Siding Exterior wall Siding bottom plate M-1 ;> `. 1/4" to 1/2" Fasten with 6d 1 "x2" Wood Stops nails 12" to 16" O.C. Starter Detail I Outside Corner Figure C Figure D Hardiplank Lap joints must fall Siding at stud. Stagger �--r Hardiplank joints at least 2 stud Siding Fasten with 6d nails bays. join min. tween oints at same 12" to 16" o.c. course. 2 Stud bays 3/4" to V required from wall corner to 1 st joint. 1"x1" Wood Stop 3/8" to 1/2" Inside Corner Lap Joint 6d nail required at each stud location (16" o.c.). 2 Figure F Hardiplank Figure E additional nails required at Wind Zones II and III. These fasteners shall be evenly spaced between Siding studs into a 3/8" (min.) structural sheathing. - "ssyr.#.. Window frame `s v Flash, shim, gap _ — =: 3/16' and caulk. -1/4min. t „ 1-1/4" min. - - 1" - .; overly ' - overly s This fastening style is required HardiPlank Nailing at& III Wind Zones Window Detail Figure G 2" min. from corners NOTE: 6d nail 6". o.c. at edges _ Double studs are required within 3 feet of a sidewall/endwall & 2" o.c. In field at Wind corner at Wind Zones II and III. Fasten HardiPanel siding Zone I. 6d nails .5".o.c. at Cover joints edges & 5" o.c. In field at - 1 panels to both studs at double stud locations. Wind Zones II & III. with lumber • battens or Hardiplank caulk. Siding 3/8" min. 3/8" min. HardiPanel Application FIG. 5-20 37 QfIWORW-1 A L�� _ H SET-UP PROCEDURES (Continued) SHINGLE ROOF CLOSURE INSTALLATION OF SHINGLED ROOF: 1. Fold back underlayment paper. 2. Remove the 16 inch wide sheathing at the ridge beam of one or both halves which was temporarily secured to the roof at the factory. 3. Bolt the ridge beam together as outlined on page 23. For models with heat ducts in the roof cavity make the intercon- nection of two units by running the provided flexible duct through the access hole in the ridge beam. After the me- chanical 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 spaced 2" o.c. (3" o.c. — if truss is doubled — to both trusses). 38 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" J� Site installed 4 shingles Ridge Shingles g ( 5 courses) � Underlayment paper or Underlayment strip Sheathing 18" shingle II 24" shingle , _ _ - ti I 11 24" shingle 30" shingle 36" shingle See Fig. 5-23 for fas- Underlayment folded tening requirement paper back for beam Drip ca Ridge beam p p If the roofingin the area of the front rake has been covered bolting. 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 flashing and below shingles. Shingle ridge cap - install per figures 5-23 Install shingles (each thru 5-25 section) to centerline. 8"x32Ga. (min.) or .019" (min.) alumi- num metal roll flashing. Fasten with 1"x1" - 1/4"x16Ga. Galvanized staples or roofing nails at 16" o.c. both sides. FIG. 5-22A V ktiN16I111idAkdAH 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 X x x x 12" WIND ZONE I 36" Shin le x x X x x x 12" WIND ZONE II & III Nail 1" from each end 5 5/8" above exposed butt & 5/8" above each cut out FIG. 5-23 CUT SHINGLE INTO 3 PIECES AS SHOWN BY DOTTED LINE 1 1 FIG. 5-24 Nail or staple ridge a shingles as indicated. See fig. 5-23 for fastener sizes. c°' Apply caulking to closure cap 5" Exposure Ridge line FIG. 5-25 FIG. 5-26 3E SET-UP PROCEDURES (Continued) DOUBLE -WIDE UTILITY INTERCONNECTION ELECTRICAL INTERCONNECTION OF DOUBLE-WIDES Bonding Chassis halves floor joist construction are to be bonded to- gether with the provided bonding wire and lugs (See page 54). Electrical Crossover NOTE: ALL ON-SITE ELECTRICAL WORK MUST BE PERFORMED BY QUALIFIED PERSONNEL. BEFORE CONNECTING ELECTRICAL CROSSOVER ASSURE THAT POWER HAS NOT YET BEEN CONNECTED. Endwall Crossover The procedure for this interconnection is as follows: 1. Feed wires from side B through metallic wire protectors into junction box or Sub -Panel in side A (See Fig. 5-27). 2. Staple wires within 8 inches of junction box or Sub -Panel to side of stud at centerline of stud. 3. Remove cover from junction box inside home; cut wires to length allowing a minimum of 4 inches of free wire extend- ing from box. 4. Strip approximately 1 inch of wire and connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 240V circuits) with the provided wire nuts. 5. Push wires into box and replace cover. NOTE: SOME MODELS MAY HAVE ELECTRICAL CROSSOVERS AT FRONT AND REAR. Endwall Accessjunction Endwall Side A box - inside home J Side B IL L\ _ _ _ TT YT __— Factory installed wire i FIG. 5-27 � �v�.,w iii •uii�.0 v Iluul� u VVIIUUVIVIJ (materials provided) FIG. 5-28 NM or SE cable Pull box I l, loo 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 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. 3. Connect cable splice together. 4. Replace access covers with provided bottom board tape Dl NOTE: Some models m axle or axles be the crossover duct or connect the home air distribution system to the heating - cooling appliance. SUPPORT i NOTE: If unit has multiple cable splices the circuits will be identified by the attached code markers. Endwall Cable Splice The correct procedure is as follows: 1. Remove access panels on exterior side of endwall (See Fig. 5-28D). 2. Uncoil wire located inside endwall. 3. Connect cable splice halves together. 4. Reinstall access panels. Note: If unit has multiple cable splices the circuits will be identified by the attached code markers. Heating Crossover There are two basic hookup procedures for all designs. The first procedure is the standard design and is a single 12" diameter flexible duct. The second procedure is an optional design that includes a varying number of 5" or 6" crossover ducts that are installed in the floor. The method of installation for the standard design is as 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 connector. 2. After mechanical connections are made, tape each connection with 2 -inch wide duct tape to ensure an airtight seal. 3. Permanently secure the crossover duct with straps as shown in Fig. 5-29. Do not allow duct to rest on the ground. Maintain at least a 4 -inch clearance between duct and the ground. The method of installation for optional design with standard frame is as follows: 1. Remove access panels at crossover ducts. The access panels are located below the floor. 2. Cross cut bottom board at 8" holes in reinforcing plates. 3. Extend the flexible ducts from each half through the access holes (See Fig. 5-29A). DUCT NOTE: 5 STRAPS AS SHOWN TO FLOOR JOISTS. FIG. 5-29 MINIMUM CLEARANCE TO GROUND TO BE 4". Cable Splice Hole or notch in joists FIG. 5-28C 20 Amp Non - Exterior ac- Exterior Metallic cable splice - Type cess panel on studs NM -©or both halves. cable splice Fasten with manufactured woodscrews by moiex-etc. to wall studs. (part no. 19045). Factory installed wire During transit free protectors over notches ends of cable are in studs Marriage Line for coiled and secured Double wide in the wall cavity. FIG. 5-28D Dl NOTE: Some models m axle or axles be the crossover duct or connect the home air distribution system to the heating - cooling appliance. SUPPORT i NOTE: If unit has multiple cable splices the circuits will be identified by the attached code markers. Endwall Cable Splice The correct procedure is as follows: 1. Remove access panels on exterior side of endwall (See Fig. 5-28D). 2. Uncoil wire located inside endwall. 3. Connect cable splice halves together. 4. Reinstall access panels. Note: If unit has multiple cable splices the circuits will be identified by the attached code markers. Heating Crossover There are two basic hookup procedures for all designs. The first procedure is the standard design and is a single 12" diameter flexible duct. The second procedure is an optional design that includes a varying number of 5" or 6" crossover ducts that are installed in the floor. The method of installation for the standard design is as 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 connector. 2. After mechanical connections are made, tape each connection with 2 -inch wide duct tape to ensure an airtight seal. 3. Permanently secure the crossover duct with straps as shown in Fig. 5-29. Do not allow duct to rest on the ground. Maintain at least a 4 -inch clearance between duct and the ground. The method of installation for optional design with standard frame is as follows: 1. Remove access panels at crossover ducts. The access panels are located below the floor. 2. Cross cut bottom board at 8" holes in reinforcing plates. 3. Extend the flexible ducts from each half through the access holes (See Fig. 5-29A). DUCT NOTE: 5 STRAPS AS SHOWN TO FLOOR JOISTS. FIG. 5-29 MINIMUM CLEARANCE TO GROUND TO BE 4". ENREM111. - _ al 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. FLEXIBLE FLOOR INSULATION RIM JOIST DUCT Z DECKING 1 1 r OPTIONAL CROSSOVER DUCTS FOR STANDARD FRAME FLEXIBLE RIM JOIST SPLICING FLOOR DUCT 7 l COLLARi r DECKING LSL OR LVL BEAM w/ INTEGRAL FLOOR FRAME STEEL I -BEAM BOTTOM w/PERIMETER FRAME BOARD 7 rACCESS I AREA (TYP.) 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- 2913). 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. BOTTOM i%� `v BOARD , �t �� i ,! r r r i i i }�� PLYWOOD ��LJeL LLl_t.r REINFORCING PLATE (TYP. EACH SIDE) STRAP SPLICING COLLAR OPTIONAL CROSSOVER DUCTS FOR STANDARD FRAME FLEXIBLE RIM JOIST SPLICING FLOOR DUCT 7 l COLLARi r DECKING LSL OR LVL BEAM w/ INTEGRAL FLOOR FRAME STEEL I -BEAM BOTTOM w/PERIMETER FRAME BOARD 7 rACCESS I AREA (TYP.) 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- 2913). 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 JOIST BRASSADAPTER FLOOR COPPER FLEX PIPE DECKING Z O O ________________ __----------------- - BRASSADAPTER—j \\ INSULATION NOTE: WRAP WATER LINE CONNECTOR WITH \ INSPECTION AND INSULATION IN ACCESS COVERS TO FREEZING CLIMATES. PERMIT CONNECTION AND FIG. 5-30 WATER LINESION OF FLOOR MAKE WATER CROSSOVER WITH CONNECTORS PRO - FIG. 5-31 VIDED WITH THE HOME ALT. WATER LINE CROSSOVER I Centerline Access Panels FIG. 5-31A 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 flex- ible coupler is used as follows: Use only the approved flexible coupler provided (1-1/2 inch or 3 inch, as required). See Fig. 5-32. 1. Slip the flexible coupler over one end of the drainage line. 2. Align the pipes and center the coupler over the joint. 3. Tighten the clamps and check for leakage. DRAINAGE PIPE FIG. 5-32 APPROVED FLEXIBLE COUPLER METAL ROOF TIGHTENING Metal roofs may be tightened by the use of bonded washers secured to the roof truss with #8 x 1-1/4" screws, placed in rows of four across with width of the roof and spaced at approximate- ly 48" o.c. along the length of the roof. Care must be taken to assure that the screws are placed to penetrate the truss. After application, the screw heads and washers are to be sealed with a roof sealant material. INSTALLATION OF EXTERIOR LIGHT FIXTURES ELECTRICAL CONNECTIONS SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. MAKE SURE POW- ER IS OFF BEFORE INSTALLING LIGHT. The correct procedure is as follows. - 1 . ollows:1. Install threaded tube in the strap secured to the fixture outlet box as shown in Fig. 5-33. 2. Apply caulking around base of light fixture to insure a water tight seal to side wall. (NOTE: On units with Masonite or vinyl siding, make certain the flashing ring is installed around outlet box.) 3. Connect wires, black to black, white to white, and ground to ground, using wire nuts. 4. Push wires into box and secure fixture in position using the nut provided on the threaded tube. Install the bulb. VENTILATION OF SKIRTING AND CRAWL SPACE ENCLOSURE Skirting or other crawl space enclosures, such as founda- tions, not only add to the appearance of the home but also provide important benefits in the reduction of heat loss. En- closures also aid in reducing the danger and inconvenience of damaged plumbing through freeze-up. Skyline Corporation recommends enclosing the underside of the home; however, it is very important that any enclosure be adequately ventilated. Ventilation openings need to be provided in the foundation or skirting along at least the two long walls of the home. The total area of ventilation openings should be at least 1 square foot for each 150 square feet of crawlspace area. An opening should be located within 3 ft. of each corner. PORCHES AND DECKS Some Skyline manufactured homes are constructed with factory -built porches or decks along the front, rear or main entry door side of the home. Porches and decks may be constructed with pressure treated wood floors which read- ily permit the passage of rain and/or snow through the floor. The area under porches or decks constructed with pressure treated decking lumber must be separated from the crawl space enclosure of the remainder of the home. Excessive moisture in the crawl space can be the cause of window or ceiling condensation and other problems associated with high moisture levels in the home. 43 FACTORY INSTALLED NOTE: SOME LIGHTS WILL USE LIGHT BOX TWO BOLTS WHICH THREAD INTO THE MOUNTING STRAP IN LIEU OF THE THREADED ROD ILLUSTRATED + 0 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. En- closures also aid in reducing the danger and inconvenience of damaged plumbing through freeze-up. Skyline Corporation recommends enclosing the underside of the home; however, it is very important that any enclosure be adequately ventilated. Ventilation openings need to be provided in the foundation or skirting along at least the two long walls of the home. The total area of ventilation openings should be at least 1 square foot for each 150 square feet of crawlspace area. An opening should be located within 3 ft. of each corner. PORCHES AND DECKS Some Skyline manufactured homes are constructed with factory -built porches or decks along the front, rear or main entry door side of the home. Porches and decks may be constructed with pressure treated wood floors which read- ily permit the passage of rain and/or snow through the floor. The area under porches or decks constructed with pressure treated decking lumber must be separated from the crawl space enclosure of the remainder of the home. Excessive moisture in the crawl space can be the cause of window or ceiling condensation and other problems associated with high moisture levels in the home. 43 � aieJPub+lly JL4 �. 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. Secure the termination fitting at the outside edge of the floor: NOTE: The termination fitting must be installed such that the dryer does not exhaust beneath the home. This may be accomplished by attaching the fitting to a piece of exterior grade plywood or, if the home is skirted, directly to the skirting. 4. Secure the flexible duct to the termination fitting with the provided clamp. (Do not use sheet metal screws or other devices which extend into the interior of the duct.) 5. Seal the duct penetration through the floor with a good grade of caulking. CAUTION: MATERIALS WHICH MAY BE PROVIDED FOR THE MOISTURE -LINT EXHAUST SYSTEM ARE NOT AC- CEPTABLE FOR INSTALLATION OF GAS DRYERS. GAS DRYER INSTALLATION Homes factory equipped with a gas dryer will also have the moisture -lint exhaust duct and termination fitting provided. To complete a roughed -in system follow steps 1-5 under Electric Dryer Venting. Homes with "stubbed -in" gas service will also have the moisture -lint exhaust system roughed -in. However, the ex- haust 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 instruc- tions. The gas connection must be tested (See Utility Hook-up and Testing) prior to use of the appliance. To complete the moisture -lint exhaust system, follow steps 1-5 under Electric Dryer Venting. GRILL/RANGE 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 HEATER 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 necessary 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 and cut a notch from the top on the supply wire side of the the decorative center beam to contain the box have been pro- center beam hole to allow the supply wire to be inserted in vided for attachment to the ridge beam at the unit centerline. electrical box without binding against center beam during installation. CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS OFF. 1. Remove the fan manufacturer's installation instructions from the package and determine the method of fan attach- ment to the beam. (Also see Fig. 6-1 below.) If the center beam (shipped loose) does not contain a precut hole for the electrical box, cut a hole with a hole saw approximately 1/4" larger than the box diameter at the proper location (center line of hole should line up with location of supply wire through ceiling) and centered in the width of the beam. 3. Install the box in the hole and secure flange (plastic box only) to the center beam with 4 - #6 x 1" screws. CEILING BOARD SUPPLY WIRE COILED &` SECURED FOR SHIPMENT NOTCH BEAM AT HOLE IF NECESSARY FOR WIRE CHASE SECURE BOX TO 2x6 CENTER BEAM WITH 4-#6x1" WOOD SCREWS (FIELD INSTALLED) b. Leave approximately 4" of wire free in the box. 5. Secure the center beam in place over the center line joint. Be sure that the fan supply wire is not pinched or penetrated with beam fasteners. 6. Secure electrical box to ridge beam with #8 x 2 1/2" wood screws through the two holes in the top of the box. 7. Strip about 3/4" of insulation from the white and black conductor ends. 8. Position the noncombustible flash ring (provided) over the electrical box so that finished surface (adjacent to electrical box) which is to be covered by fan canopy is not exposed. 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). 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 NOTE: APPLICABLE TO U.L. LISTED PADDLE FAN WITH A THROUGH SIDE KNOCKOUT OF BOX SWIVEL TYPE MOUNTING BRACKET. FIG 6-1 45 INSTALLATION OF OPTIONAL FEATURES (Continued) B. PROTRUDING RIDGE BEAM For proper ceiling fan installation, a prefabricated box has been provided and includes the electrical box for containment of the spliced wires with their connectors. The prefab box is also designed to conceal the wire which is run through the ceiling where the fan is to be located. CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS OFF. 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). 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. BEAM— e FAN WIRE FROM CEILIN 3. Place the prefab box in its final position on the beam and secure the box to the beam with #6x2" wood screws (pro- vided) in the metal corner braces. 4. Strip about 3/4" of insulation from the white and black con- ductor ends. 5. Position the noncombustible flash ring (provided) over the electrical box so that the finished surface (adjacent to electri- cal box) which is to be covered by fan canopy is not exposed. 6. Follow the manufacturer's installation instructions for mount- ing the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wires. Be certain that fan is grounded as specified in manufacturer's instructions and that wires are connected properly (white to white and black to black). ELECTRICAL BOX CLAMP WIRE AT BOX INLET: CAMPFIG. 6-2 (4L MIN. FREEEIDED CAB EITH N 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. 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 --�' ��— Electrical wire - factory of false beam together installed paddle pan. w/16d nails 16" o.c. Decorative foam block. Gypsum close- Fasten to beam w/2 -16d off panel - fasten ® nails or 2-#8xY screws. to false beam w/staples 6" o.c. around perimeter. 0 Electric box - U.L. listed for use with paddle fan. Secure to false FIG. 6-2A beam per its installation requirements. AIR CONDITIONING ELECTRICALO, (Factory Provided o•'• 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 con- ditioning 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 installation must include a damper beneath the furnace to prevent cool air from "backing -up" into the furnace during the cool- ing mode and a damper at the air conditioner supply to prevent heated air from "backing -up" into the air conditioner during the heating mode. It Is recom- mended to wrap the dampers with Insulation. The electrical connection is via a branch circuit terminating in a Junction box beneath the home (See Fig: 6-3). The field installation wiring beyond the junction box 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 inspec- tion authority. For some models the electrical connection is made to the home via a separate rigid conduit. The conduit is 1" and is run from the panelboard and terminates below the bottom board. A PVC cap is cemented to the end of the conduit and this must be cut off to provide access to the panel board. Wiring is then installed from the panelboard to the air con- ditioner per all applicable NEC & local codes and all requirements listed above. Condensation should not be allowed to drain under home. NOTE: REFER TO N.E.C. AND AIR COND. INSTRUCTIONS FOR INSTALLATION REQUIREMENTS DISTRIBUTION PANELBOARD FIELD PROVIDED - - �&INSTALLED JUNCTION BOX -/USED DISCONNECT BENEATH HOME REMOTE CONDENSING CONDUIT UNIT FIG. 6-3 - "' =,I[ = - 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 0.013 in. metal. The factory installed branch circuit for the cooler is sized for a maximum cooler electrical load of 12 amperes. 120 V. AC, 60 Hz. Remove the cover from the roof -mounted junction box and make the connection of the color -coded wires using the provided wire nuts. The electrical portion of the installation is now complete (See Fig. 6-4). COLOR CODE WHITE................................................... Neutral YELLOW ................................................ Pump BLACK................................................... High Fan RED....................................................... Low Fan GREEN.................................................. Ground EVAPORATIVE COOLER _ LOCATED ON ROOF OF HOME WEATHERPROOF BOX / 1 e� ROOF JACK ROOF FIG. 6-4 4/ 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 dam[ assembly. Grille with filter to Blend Air filti 4 -Wire thermostat cable to outdoor unit. See manufa turer instructions for wiring to exter' 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 Dor thermostat. tight (except @ air � grille with filter). Note: The Unit must be operated from one transformer having at least 40 Va. Capacity. 48 FIG. 6-5 --- ' Factory inst it control box cable to ind E)moved, ler tube (Access Box air 'r) return or Return Air alled 4 -wire thermostat Dor thermostat. tight (except @ air � grille with filter). Note: The Unit must be operated from one transformer having at least 40 Va. Capacity. 48 FIG. 6-5 1' MIU 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 par- ticular, attached garages generally require fire protection and GFCI electrical circuit protection as required by local code. 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 con- tact with these systems when drilling into and placing cables in these cavities. FAILURE TO FOLLOW THESE INSTRUC- TIONS 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 block- ing 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). Non-combustible mortar or gasket cement Fireplace Hearth extension FIG. 6-6 49 �i�i6'$kltfik�� 18!i�J;��U L it INSTALLATION OF OPTIONAL FEATURES (Continued) FIELD INSTALLED TERMINATION OF FIREPLACE CHIMNEY. Termination cap - field installed Storm collar - fiE Flashing - field installed Top section of flue piV installed Factory installed th 10 feet or less Factory installed flue pipe Truss (typical) 3m (typical) Upper and side shingles overlap ------------- flange and are set in asphalt Flue pipe cement 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 ARMA residential asphalt roofing manual instructions. 6) All required parts for completion of chimney have been shipped with the home, including the manufacturer's installa- tion instructions. 7) Applicable only to Coleman Deluxe 11 model, 36ECM11 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. Con- sult 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 pres- sure 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 connect- ed 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 ex- posed 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 accor- dance 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. 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 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. water column for LP gas. The manufactured home gas supply pressure must be within this range for safe and efficient opera- tion of the gas piping system. 51 �illlpNjllL�alLSuixl__—_._,_ JII UTILITY SYSTEM CONNECTION AND TESTING (Continued) The gas piping system was pressure tested for leaks 3. Check the gauge after 10 minutes; there should be no drop prior to shipment; however, it is essential that the system be in pressure. retested by qualified personnel for leaks prior to use. (Many utility companies require this on-site test.) The instructions 4. Check the piping to appliances by pressurizing to at least printed on the tag near the gas supply connection must be 10 inches but no more than 14 inches water column and followed (See Fig. 7-1). applying a bubble solution to all joints and flexible connec- tors. In some localities, utility companies and/or building inspec- tors may require additional tests as follows: 1. Isolate all appliances with appliance shut-off valves. PRESSURE SHALL BE MEASURED WITH A MERCURY MANOMETER OR SLOPE GAUGE CALIBRATED IN INCREMENTS OF NOT GREATER THAN 1/10 POUND. 2. Pressurize the system to 3 psi and isolate the source of pressure from the gas piping. 52 CAUTION: DO NOT PRESSURIZE THE SYSTEM ABOVE THE PRESSURES STATED ABOVE. The connection to the gas supply should be made only by authorized representatives of the utility. NOTE: BEFORE A TEST IS BEGUN, THE TEMPERATURE OF THE AMBIENT AIR AND OF THE PIPING SHOULD BE APPROXIMATELY THE SAME — CONDUCT THE TEST AT SUCH A TIME DURING THE DAY WHEN AIR TEMPERA- TURES WILL REMAIN CONSTANT. Combination LP — Gas and Natural Gas System This gas piping system is designed for use of either liquefied petroleum gas or natural gas. NOTICE: BEFORE TURNING ON GAS BE CERTAIN APPLIANCES ARE DE- SIGNED FOR THE GAS CONNECTED AND ARE EQUIPPED WITH CORRECT ORIFICES. SECURELY CAP THIS INLET WHEN NOT CONNECTED FOR USE. When connecting to lot outlet, use a listed gas supply connector for manufactured h ❑ 100,000 Btu homes rated at []250,000or 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. I a81fYlS_1_I _ _ Al 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 switch- es controlling individual outlets in the "on" position should be conducted. There should be no evidence of connection between any of the supply conductors (including neutral) and the grounding circuit. • Continuity Test of Electrical Grounding System All noncurrent carrying metal parts of the electrical system including fixtures, appliances and the chassis of the home should be tested for continuity with the grounding circuit. The following test should be conducted after connecting and energizing the electrical system: • Polarity and Grounding Tests of 15 and 20 AMP Receptacle Outlets With circuits and lighting circuits energized, use a recep- tacle polarity tester to check polarity and grounding of each receptacle outlet. MANUFACTURED HOME ELECTRICAL SUPPLY REQUIREMENTS 1. Conductor size and feeder raceway sized for copper, 75 degree C rated conductors, types RH, RHH, RHW without outer covering, THW or XHHW. WARNING CARELESS INSTALLATION OF TELEPHONE AND CABLE TELEVISION LINES MAY BE HAZARDOUS. The manu- factured 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. 41 TABLE 7 MAXIMUM LOAD & MAIN BREAKER SIZE (AMP) CONDUCTOR SIZE' (AWG) (TWO LINE AND ONE NEUTRAL) GROUNDING CONDUCTOR SIZE (AWG) FACTORY INSTALLED FEEDER RACEWAY TRADE SIZE (IN.) MINIMUM JUNCTION BOX SIZE 50 #6 #10 1 " 6"x6"x6" 100 #3 #8 1-1/4" 8"x8"x4" 125 #2 #6 1-1 /2" 10"x10"x4" 150 2-1 /0 & 142 #6 1-1/2" 10"x 10"x4" 200 2-3/0 & 1-1/0 #6 2" 12"x12"x4" F-_225 2-3/0 & 1-1/0 #4 2-1/2" r 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 manu- factured 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. 41 11111mulmil"I JR _0311,11-1 I UTILITY SYSTEM CONNECTION AND TESTING (Continued) Multisection Frame Bonding B HALF Ground clamp with screw Ground wire should be the same used on panel box A HALF Front or rear crossmembers or any set of outriggers on opposite halves Typical Under Chassis Feed Connections d d y R FLOOR e g a. Flex coCONDUCTORS f b. Feeder r� b c. Junctioa B - Black "hot d. RacewaR - Red "hot" e. Conduir e a W -White "neutral" f. Approval G - Green "grounding" connecbg. Insulat Typical Meter Base Installation and Grounding BRANCH CIRCUIT fc_ MAIN PANEL MAIN I PANEL MAIN `„ METER BASE DISCONNECT METER BASE GROUNDING GROUNDING \ ELECTRODE ELECTRODE EXTERIOR METER / PANEL BOX COMBINATION OVERHEAD ENTRANCE SERVICE -DROP CONDUC- TOR CLEARANCES AND AT- UNDERGROUND ENTRANCE JUMPER MAIN PANEL ENCLOSURE ENTRY TACHMENT SHALL BE PER NEC 230-24 AND 230-26. BONDED TO ENCLOSURE GRBUSND METER BASE BAR NEUTRAL BUS BAR MAIN PANEL METER SERVICEHEAD CONDUIT BASE CHASSIS �I STRAP BONDING OR CABLE WIRE SERVICE tt-, CONDUIT GROUNDING GROUNDING LUG ON CHASSIS GROUNDING ELECTRODE ENTRANCE BELO TO GROUNDING ELECTRODE W ROOF LINE 54 ELECTRODE EIikM4ldNlllai!!fYLI ki � it UTILITY SYSTEM CONNECTION AND TESTING (Continued) ALL ELECTRICAL WORK SHOULD BE PERFORMED ONLY BY QUALIFIED PERSONNEL. For homes with a factory installed meter base and mast- head, the correct procedure for wiring is as follows: 1. The outdoor (weatherproof) meter socket and service entrance panel may be mounted at any location on the exterior walls of the home with a fixed roof overhang. 2. Bond the service entrance conduit to the service entrance panel with an insulated bonding & grounding bushing. Use #6 (AWG) copper between ground lug on the bushing & terminal on the panel. Use #4 (AWG) copper between ground lug on the bushing & terminal on the panel with 200 and 225 amp service. Where threaded coupling and threaded bosses on enclosures with joints exist, they shall be made up wrench -tight in lieu of grounding bushing and strap. 3. A label is attached outside the home and near the service entrance conduit termination which reads: "This con- nection for 120/240 volt, 3 Pole, 3 Wire, 60 Hertz Ampere Service." The correct ampere rating is marked in the blank space. 4. A red label is attached adjacent to the service entrance breaker, which states: "WARNING - Do not provide electrical power until grounding electrode is installed and connected (see installation instructions)." 5. The grounding conductor shall be connected to the grounding fitting with suitable lugs, pressure connectors, and clamps. Connections depending on solder shall not be used. Rod and pipe electrodes shall not be less than 8 feet (2.44m) in length and shall consist of the following materials, and shall be installed in the following manner: (1) Electrodes of pipe or conduit shall not be smaller than 3/4 inch trade steel and, where of iron or steel, shall have the outer surface galvanized or otherwise metal - coated for corrosion protection. (2) Electrodes of rods of steel or iron shall be at least 5/8 inch (15.87mm) in diameter. Nonferrous rods or their equivalent shall be listed and shall not be less than 1/ 2 inch (12.7mm) in diameter. (3) The electrode shall be installed such that at least 8 feet (2.44m) of length is in contact with the soil. It shall be driven to a depth of not less than 8 feet (2.44m) except that where rock bottom is encoun- tered, the electrode shall be driven at an oblique angle not to exceed 45 degrees from the vertical or shall be buried in a trench that is at least 2-1/2 feet (762mm) deep. The upper end of the electrode shall be flush with or below ground level. Other methods of grounding electrode shall be in accor- dance with National Electric Code Article 250, Part H. 6. Equipment grounding connectors shall be bare, covered, or insulated. Covers or insulation shall be continuous and green, or green with one or more yellow stripes. 7. Approved fittings to be site installed on end of service entrance conduit to protect cables from abrasion. 8. Connect feeder conduit to conduit stub at distribution panelboard. 9. See Fig. 7-2 below. Clamp -on weather head Service Entrance conduit (Rigid) 1-1/4" min. at 100 amp 1-1/2" min at 125 amp 1-1/2" min. at 150 amp 2" min. at 200 amp Roof flashing 2-1/2" min at 225 amp 1/4" x 3" lag screws_____ U.L. listed outdoor (Type 3R) meter socket and service equipment panel. Pictorial 2 hole galvanized only, actual equipment may pipe strap vary with each manufacturer. Field install 4 wire feeder to distribution panelboard. Use Service Entrance Breaker copper 75 degree C rated conductors (types RH, RHH, 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 (AWG) ground At 225 amp service - 2-3/0 (AWG), 1-1/0 (AWG) w/#6 (AWG) ground Service grounding electrode conductor, #6 (AWG) Run feeder in Rigid or EMT bare copper. Coil 6' below floor to grounding conduit. electrode. (Use #4 AWG with 200 or 225 amp 1-1/4" min. at 100 amp 1-1/2" min. at 125 amp service.) 1-1/2" min. at 150 amp 2" min. at 200 amp 2-1/2" min at 225 amp FIG. 7-2 RED BLACK WHITE (neutral) Hub Conduit, rigid or EMT. To be field installed 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 cov- erings, 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. FIG. 8 Window 56 FIG. 8-2 2x2 any grade SPF A sc able 8 . id spacing. Window Size. See Table 8. 6" o.c. 'r-------�. Plywood / ---- facearain_--_ Window Size. See Table 8. �����ilrrrrrrr CERT # 09703 _ STATE OF �v 0 N A ��//llllllll�%h �• 0. � 2x4 Receiver Receiver / 3/8" plywood, APA Rated Exterior / Sheathing with 20/0 span rating. LFasten 2x2s to 2x4s with 2-8d / nails at each connection. / Plywood seam over 2x4. #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. PROTECTIVE WINDOW COVERINGS (Continued) PLYWOOD TYPE REQUIREMENTS WIND ZONE II 1 WIND ZONE III MAXIMUM WINDOW SIZE STANDARD WALL AREA WALL AREA WITHIN 3' OF CORNER STANDARD WALL AREA WALL AREA WITHIN 3' OF CORNER WOOD SCREW SPACING 14.5" 1 1 1 1 16" O.C. 24.5" 2 3 3 4 16" O.C. 30.5" 4 5 5 7 16" O.C. 36.5" 6 7 6 8 12" O.C. 40" 7 8 8 9 12" O.C. 46.5" 8 10 10 10 10" O.C. 72" 10 10 10 10 6" O.C. 3' 3' 3' 3' FIG. 8-3 3' 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. `���>> A �►r��� 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. w #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 receiver w/#8x2-1/2" wood screws. o'.. STATE OF 9. 3/4" with 48/24 span rating. Fasten to receiver w/#8x2-1 /4" wood screws. iiy P F 0 I Ok. 10. Plywood with wood frame required. J, �O N A t 3' a� 3' � t-+ , , )� q -t-`i'4- 3' 3' 3' 3' FIG. 8-3 3' 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. Purchase #8 x 1" sheet metal screws (enough for all the windows). 2 2. Buy shutters and get them cut to size, and marked. The shutters must be 3/4" thick plywood. 3 3. Store shutters and screws together in a dry place where they will be accessible. 4 5 SCREW LOCATION DETAIL SCREW LOCATION DETAIL 6 3/8° (top & side 8" maximum 3/18" (bottom only) VERTICAL CROSS SECTION OF SHUTTER ATTACHED TO FRAME HEAD AND SILL IMPORTANT: DUE TO THE SHORTI' OF THE EXTERIOR FI ON THE FRAME SILL, DIMENSION MUST BE MAINTAINED. 58 3/18" (bottom only) For each window size, measure the width and height of the exterior flange of the window. (These become the shutter dimensions.) Determine how many shutters of this size are needed and get them cut to the proper dimensions. Mark each shutter as to where on the home it goes, as well as marking which end goes up. Mark the screw locations on the shutter (as shown below). With the help of an assistant, lift the shutter up to the window and center it on the window. Position the shutter so that the bottom edge of the plywood is even with the bottom of the exterior flange of the frame sill. Fasten the shutter to the window with #8 x 1" sheet metal screws. Make certain the shutter does not shift out of HORIZONTAL CROSS SECTION OF A TYPICAL ALUMINUM WINDOW INSTALLATION KITH AN ATTACHED STORM SHUTTER ROUGH f OPENING STUD 7/16" HARDBOARD 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 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, 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. 7/16" TRIM K }�1 HARDBOARD 7/16 K xi v Wood As Required By Design APPROX1/2" I As Per MFG. Standard INTERIOR OF HOME 3/4 Ply Wood WINDOW RETURN FIN #8x1" Screw @ 12" o.c. Max. 59 PROTECTIVE WINDOW COVERINGS (Continued) 500 AIRPORT DR. MANSFIELD, TEXAS 76063 (817)473-4421 Installation of Protective Covering as required by H.U.D. for Zone II and III The following pages illustrate the application of an exterior window protection in the event of storms (such as hurricanes) as required by HUD. Please note: Installation of protective coverings (such as those listed below) will negate egress of the window. Homes with protective coverings (such as those listed below) cannot be occupied while the coverings are in place. Parts required: 1. 3/4" plywood — enough for each window in the home. 2. #8 x 1 1/4" OR 1 1/2" wood screws (see below for quantity). The installation steps apply to both the vertical and horizontal sides of windows. The size of the window will affect the number of fasteners needed. For windows with a face measurement of 30" wide x 30" high (or any smaller size), install 3 fasteners, spaced eight (8) to twelve (12) inches apart on the head and on the sill. Install four (4) fasteners, spaced eight (8) to twelve (12) inches apart on both the left and right frame sides. For windows larger than 30" x 30" with 46" x 60" being the maximum size, add one fastener to each side for each additional eight (8) to twelve (12) inches in width and height. To determine the plywood size, (use 3/4" thick plywood) measure the width and height of the return fin (edge to edge). Position plywood over the window. With plywood supported, drive one fastener through the plywood and window nailing fin near center of window sill. Repeat this procedure for the other required sill fasteners. With covering attached at sill, continue driving fasteners around perimeter of the plywood using the above spacing formula. After the storm has passed, reverse the above procedure to remove the covering. Store materials for future use. Be sure to fill all holes left by the removal of the screws with a suitable silicone type sealant. Material should have a long life rating. This will prevent water and air from entering the home. 60 Exterior Sheathing r -VINYL WINDOW FRAME 3/4" PLYWOOD #8x1 1/4° SCREW @ 12" O.C. MAX WINDOW RETURN FIN VINYL SIDING U \- AS PER MFG STANDARD HOME INTERIOR WOOD AS REQD BY DESIGN Exterior Sheathing i = PROTECTIVE WINDOW COVERINGS (Continued) Protective coverings may also be installed over doors and sliding glass doors in a different manner than described previously. First, remove the mounting screws holding the door frame to the exterior wall. Then place the plywood (or wood frame) from Table 8 over the door opening and fasten the plywood and door frame back into the wall studs through the same holes in the door frame. Use#8 x 3" wood screws 12" o.c. for doors. Use #8 x 4" wood screws 6" o.c. for sliding glass doors. See Figure 8-6 for a typical application of this type of protective covering. Door Size I Plywood face grane j ' #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 #8 x 3" Wood Screws 12" o.c. max. #8 x 4" Wood Screws 6" o.c. for a sliding glass door. 111111111 /// CERT #09703 STATE OF ' /NDIANP ff�o.N,A� %`\\�. nQ111111111 FIG. 8-6 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 The free area of these vents must be equal to at least one - properly and do not leak. square foot for every 150 square feet of floor area of the home. The vent size must be increased to allow for insect Appliance Function and Operation. All fixtures and screens, slats, louvers, etc., used over the open vent area. appliances have been tested and work properly. Low -Hanging Trees and Bushes. If there are any low -hang - Windows, Doors and Drawers. All windows, doors and ing trees or bushes near the home, trim or cut them. Think drawers work properly. about the plants' possible movement during windy conditions or when covered by snow or ice. 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. 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 finish - are loose or missing, and all holes are filled. ing 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 homeowner, give the homeowner a copy of the Homeowner's non -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: 62 INSTALLATION/PLACEMENT: ❑ Alignment/Close-Off DW ❑ Level ❑ Foundation ❑ Tie -Downs UTILITY CONNECTIONS INTERIOR ❑ Ceiling ❑ Trim ❑ Electrical Systems/Fixtures ❑ Cabinets ❑ Furniture ❑ Keys ❑ All Warranties ❑ Fuel ❑ Paneling ❑ Water ❑ Floor Covering/Drapes ❑ Electric ❑ Doors ❑ Sewage ❑ Plumbing ❑ Cross -Over Duct ❑ Appliances ❑ All Manuals EXTERIOR ❑ Doors ❑ Windows ❑ Roof ❑ Siding/Trim 63 S �LiNEo BRINGING Amm(A HOME. BRINGING Amm(A Ift Corporate Office — P.O. Box 743 — Elkhart, Indiana 46515 02/08/06 T - . . • j - �9ai' -1. . :Varies -/' MqX.: Bend Flong,t Chassis Y Beom I t u t u Zs�Oa At Shown . ie - 7 - 0 c•c. - Max 7 - 0 o.c: . �.... � 11- r . .. Typical t"� . . . Construct ll3°x24"(Lin.} '' Sidewoll Anchor BoNs; i MIN.]I' L� �;: Crawlhole Within 20 Of ' , Set 1/2° x 1011 A.B. at ¢-- { floor Molt"oi Alm Jalsl ,- - I. . Plumbing C.O. .A I 8`-0"o.c:tmax.} i _ . tOGa. Chassis ,t7_ � . atom Seal {location May Vary) . . ........_ ___......... i r •s - ` ...._.,. ..�,.... .-.e.... ._.... -- • .«. ...•...-.-.. rZZA+ ..._.........._... .......... s I this Connecllor► is Rtpuire for ►� -•-�r- .. . m i o �-- ..-... �. _ .. ... ._ ..- -. .�. _ ... "■� • ( FNA Approved Foundolton* 1, - --i W , - I Listed Arid labeled Rim Joke w/ifide ib O.C. . O .. I _\ .- 'i Me1o1 Piet RoltE h 4X4' TotNoil To 1 l j -tet i ) Iod's 4x0 k4/. Nooll : Min. Of a000• f tV (' ) l 1 } } r` u n Connection'•'' !6d oto f 16 6 It)C.51 , n 1f +++ 3/e"Yd'AA. I I i �' ! tL i ALT. 19 DIA x 6 Chassis Beam iB Min. i+ n I � _ i � Soot Mtn:iO GA. iasled and Labeled f �� .(All. 1/4 Drive Pin) I L.: DEEP CONC FTGS. " " DETAIL 'I 1 . L--1 * . '. - I I SEE DETAIL Metal Pier Rated 3/8 4X6 A.B. 12 Min. . I fE_ . U I + .. A . . I I n (" Min. of 40004 (Alf (/4 Drive Pin) I n l S sem;,, -�.�. to 1 I . t! Ditonca 6 Distance 5 Distance 4 Distance 3 Distance 2 Distance 1 J I 'C - ' ) 1..; _` r I I`-� . l t s I s I I I I ! c. I . . I e 1 Lr.J I . . m . ., 1 . (.- . . �. I I 3 . > I i Ridge Beam MODULE FOOTING WIDTH SPACING 11'70" 67, Aft'R 4A.r- ArAke6G� Qy 1344" 6'-0" 13'-10" 5'-0" 141- .10" 51 - O" IV -10"' 4'_6., �? :L ." t11� •t" s LL 6. A ''�y' . 4 t " i'Ia ; 1;' ei a ! ~' Paurt4 In Place Cont. Fig. 11 ( J � . REVISIONS orf•:. I 3-r _q Owl-ty HRRA-t-I ,to, Oyu= I-1 t.1- oars .... 7 Aft'R 4A.r- ArAke6G� Qy Ito -J! -ems. A- 4. �l� a - 10-V .10 �) . 17. . . - 12 .. i I . 12" � :.4.,.,,-. Cone. . - t � -,_.%1_,7r 't•� #4ss When 6 Deep i •• '.. ��� ,`, , ,IFtq. \ Continuous Footing . io vortes,see Chari TyP� . c• is Used' 11 L . Notes 11 . I. Supcorts May Nov* to Hove I;2 . �� • 4� . lr i' Or 3 Piers w/4X4 DepeadingOrt Load I 20" Sq. Varies--- See Chort 20� � `1 Sq' ' k• (:}� x �ij6 ev .. Su Orbs I " Alt. 24" Round 1$ • e . - • ( Alt. 2 Round Deep Continuous sis' los W I I" t::1See Chartt:� t I Ait.12'I Wide x 63"' o 's. .) I - • : Deep Continuous Alt: a Wide x 6 Bose os Lit 0 o t' I I ' O > I i! �' I I .I (Parallel w/Chosssis� (Parallel w/Choatais t P1•. . i 11 ; 1 2 -Benin) w/2-. -#41s I- Beam) w/2. 4's W t is% 1 4"N" . � .0 1 L_J L_J ' I , I . " . I . . . 1 ALT. CHASSIS AND RIDGE BEAM SUPPORTS SECTION D -D MULTIPLE RIDGE BEAM SUPPORT w t°: rA I L 1 tut■■.r■��rr�■■�.■rnr...r�,r.■n■r�r�' W 9 . .� C j I C Dit�tance 12 Distanoe 1i� Distance 10 Distance 8 Distance 8 Distance 7,w � . t �It�� �f`�� n.t.$. i n.f.s. n.ts. m L t {L) (K} i 3 ( I r"'� t I (' j ga'* a t�' a:c. N(�i'n Noris 1N Jt914 E'-" +w °� 1 ! i t l Exisling Ext, Siding---.--__,� Floor Joist _ � m 1 i I . ,�, :.m I I I 1 I. 1 i.... Enderatt Anchor Bolts: ' ed at 6"O.C. Floor Mofl. tn s L_ .S. • I _ l► -- - - - ' 1 800 Endwali Anchor Bolt Chart' Trim .. ; m . _ U _ Alt Y/C6. (min.) y C :� > .1 =_-- - -- Ridge Beam ---- For Number Of Bolts Req'd. - . I Su orfs- --�• - --. -- Alo a i- ---- �. pp tbg Endwatl ad_ai.s!'c�.e.._,�..---=��•,,. 2x48tk'q•iWhenNecessary� PT. I 6... I I I ! See Chart i I. ;;� Nail to Rim Joist W/1630 of to 04. Ply'Wd; a.. _ 6 min. IGd's 16A!.a. . �. 1 1I ( ( . I . I s •I . Fold Intall Herdlpannel, 2x9 Top Plate Nallio�Blkeg•or . . - '' +'� L" >0 I I i I 1 Perimeter Of ( I i I /+ Opt. 3/9 Win;) APA Aeted film Joist w/16d at 16 O.C.- �; 1 I . � C I ! 1r /�. Ply'wd, 8heething n •I I +, . Double Wide t + Uonywall•2x4's at t6 o.c. t3d�s (Gate.) 12" O.C:'"' L 2 x 4 Pressure "Treated Foundation Grade � , : \ i 1 ( t I I i ( I Nen W/sd'e ®e' O.C.ool:dgea 8d s (Gain.) @ ti O.C. . Lumber, O.�O ' (See Press. Treated Lumber Notes} Q I a 1 L,... t i I I & 12' O,C� Field " " " (Stud8 at !s' O.C. ds 11i1 ( I I 1...� i ! sra^0 ,i »o~ A.B. acs - o" o.c. i 518" x 10"- A.B. & tt I I ii • ! tad of 6 0•C. Wr 2"x2 x3118 llll .. . •2 X 2 x 3/1S Washer . m ( jl I B - i) t I . . ...--.lone S�iemWoU Opt. .. i _. ..._ _ . t M.., • I i�l,� I �, i i it TYAicat Chassis Supporta 1 ( i I' .. 1 0 t�`"f: y.le # Foundation Ready Unita ( I i . . L a �_ r .c See Details i I . = its �1: 1 Pieced . A i i Noi e l r', ,;Y . e. a Must H e Pisr, . > t I ate 11 i I I - I . . l2 . r Within 2 -0 ;f . . cut 2"Olt 91m. of Ect:flog Sidinq.ond Install Z Bar or Wood . 1 I I I � 1 I 1. I; Til. ' I i Endwalls 9 I 1 1' - TNm. Benoit w/ad of 6 0•C.. i. ,U� • I I I I 1 - II I 1 1 ' s "' UNLESS SIDING IS HELD BACK (Ste General Note 110' � . i ii a I I I i - i �1 11 • 3"0 �� . o i ( iI II li (I _ 1..:1 j Vent j ' L �_'__ . - l t _ ! 1� _:..:..__...� Placement _�_...._ �.....-__. is !I -- .I�m . rj=at-Corners- STANDARD OPTION BACKFILL OPTION . _..........^_ �.._- t-- -"--��-... - . _ _...__ ....�._. _."._ ... �::.�.._. ......._._._.. ...... _ _........_:... ...'•.1 Typical . I I I � . 1. I I ! I . I . .. I . � - . .1 . . .. . I � I . �-- is A Sldewall4Anchor' Bolts; Provide Ventilation Of . ti• Endwail Anchor Bolts: Varies . . +; . Set 1/21` x 10" A.B, at Varies I Sq. Ft. Per Each 150 . SIDEWALL C OSURE OPTIONS See Endwatl Anchor Boit 61^OleO.c: (max.) 3g. Ft. Of Underfloor It - Chart For Number Of Bolts (Offset May Or ay Not I (Offset May Or" May Not • Area . .. . Regld. Along Endwatl Occur Depending On Mods) - Occur Depending On Modeii n.t,s► " f . . . . . . ' This Foundation Plan is For Ai .. IF HORIZONTAL, LAP SIDING IS TO. BE INSTALLED ON THE FOUNDATION I � . .. •�'' t ,A,t WOOD PONY WALL FRAMING, AN UNDERLAYMENT OF MINIMUM 3/8" APA Exhling Exlersot Sldin4 ------- Floor 01%oist 8!•s t4'�1•. . . - Double b -Ide -tri Ie YY Ids . . RATED SHEATHING, 24/0, EXPOSURE ].1 SHALL FIRST BE INSTALLED I • l..J I� . AND FASTENED TO THE STUDS AND' PLATES AS S14owN Iii THE DETAILS . z flat -or wood Trim Seo Nola Below ATI . PLAN HEREON.. - SAID SHEATHING SHALL BE INSTALLED) ON ENTIRE PERIMETER . . I - Ait. '7/16111 .. _ ° F N O N 400 fnd. R . . _.._OU _ . tad r . .. - , . FOUNDATION WALL t t _. _ _ _ _. . . i o c. n _ . l e 1' . W. R12 Ml �r . f.t.8. r 'a' - enol ( 6". --- e d o! I2 AT P.LL � „1 j;Qjs�'S OE/BR a 50 IN L G Field Install: H rdpannel "" E!. TH, ' C to O.G• I . ( Cho :: .. .... ,. 116 G C S Ir/�SiEd 'for It iii I( ,J i tl � Opt. 318".. (Min.) APA Rated - alt Y/116 IQ v.i @ 12" O,C: _ __ iNS OR - � FEET � SHEATH_.. --- . a 4 Top P1oh,N do . .'?orirrron-2s4.1 0l Is bc. IDE F�►CE ��F. STUDS P i d's Walt nchar Bolts for Wincd Loading - 1 Piywd. Sheathing r8d's toah,.t C� a~: o.c. End A g Note• .. ' 1.. s s a Rt silt Rote UNDERL�py 'Ii* ExTERIOR 618*0 x 10" A B. & 2 x 4 Pressure Treated Foundation Gird. Lumber. 0.40dEw , . Nail W/8d's Ca 4 O.C. Edges Cone. Siem Wolf All. N.C•B. , ss et 80 MPH EXP. C and Roof Snovwloads Locb on Fratrl & tz " o.c. Freta. HARDBOARD SIDING WITH 3/8" 2"x 2"x acts- Washer ttirins (See Press. Treated Lumber Nates}(Studs at 16 o.e.} * PRESSURE TREATED. RldQe "Beam Loads And Distances To Support tl Is Are Obtained . y •,a >< See - �- . + Less Than 35 PSF a Retial Can'1.{when Ne.a. RATTED S 3EATHINC3 24/0, / i' u The Manufactured Home .Span Chart. sis"f� X to" A.B. & .a'k , le Used) Anchor Boit (2 i ' ' :.' ae4 (pif, APA LUMBER NOTES " s/t6" w 6 EXP 1 NAIL' / 6d" o c �h rt F �,- .•• . . Where lumber is out of ter treatment,. the cut • surface shall be brush -coated with not less . than 3 percent solution of -the same preserv1.- otive -used: in the original -treatment t or shall be field treated in .conformance with AWPA standard . . ' . M4-80 -using a 5% solution' of pentachlorophenol, . copper' nophthenate containing "a min. of a 2% . copper metal, a 3% solution of ACA, CCA 0 Length of Home No. of 61VI diam. x 1W' A.B. - W/2" x 2" x3/18" Washer :40 6 . 50 .... 7 60 . 9 70 .10 80 . . - 12 .. 2 x 2 x as er• . . j a or Sea Anchor't3oit Chart ��� L.•, : _ AT ALL C!' Number bolts iP 6::!.. , . dot :For No. Of Baits /! , .. . ea a CINTI 'C`T'S. Required RIDGE BEAM SUPPORT .14CATIONB Req'd. .� :...:: f•' , . . I ' . f : REAR F E ©. C t� A FftdNT ; M ie: ' „'+ f «4 RepotVerl.vrge"ac.twun6�.e. ODEt. r-`_-- t it e.a J t 2" of DIST: Cv t eoilom 01 4 Rebar Con'1. Cities. Siding Arid inelot) T 6or Dr woos Tim, RIDGE BEAM SUPPORT LOAD 9riq pressure (So# Nola 0t l a O.C. - .. - 1. .. ..: I ��, ��,*,. FOOTING .SIZE~ : ' : :. FTG. - Y. OPTION ACKF LL FOUNDATION - READY OPTION -��� STANDARD FOUNQATION REAQ B I tootlap eiss tor' a oi► REAR L K J' i H' G FRONT , types A, 8 or tr, ora 5 /o solution of FCAP or . * . . LOAD P s.r. . Malt. Spacing of Anchor Bolts is e' . O" O.C. - ..• DIST. I �I . - i . ._. ' .. .. I ..-, I -.. �. -. i_I l._._ -a . ��.. �, i, 1. . . .. . '.- I �� ACC; or creosote in conformance with AWPA 1000 PSF 1000 ' 1500 . . standard M4780 paragraph 1..511. End Wali Anchor Bolts for Roof Snowloads 2'. - 0" Dia 3 O00 20" x 24" -12LOAD Floor e,o,,,,' } . ••i•• - Over 35 PSF and to 80 PSF Max ' - 3" Dia Exianns Ekurtar Siding --. _____„ Floor doici 6lrs = 6'i? . 4 000 24 s 8 x 24 FTG. - - - . . Q Fasteners shall be stainless'steel or hat -di ed . Fp. . galvanized;. Hot -dipped zinc -coated nails shall . . . % be coated of ter. manufacture t0 their final. farm, including pointing, hooding, threading or : ' twisting, as applicable.. 'Eledfrogalvanized . or mechanically plated nails or staples, and hot- . dipped': zinc -coated staples shall -not be . permitted.. Staples-- where permitted under this report, shall be stainless steel types 304 , . Length of HomeW/2"- No. of 5/8" diam. x 10" A.B. x 2" x3!16" Washer * 40 �, . 50 • ILO 60 Nc'',. 70 80 ud , - . ' - 6" Dia ' 3.000 2 X 32. 20 X24 2 our or wood Trim I - t "-Pm SN Note He{or �� -9 . Dia 6 000 24 x 36 24 s _./, _ . " • . ea of a o c . .---=_ - 2 t 611, a al is"O.C: Alloeh to End Alt. 7/163" u + V) `: ' Dia re „ tmbtr-w/2 x•10 $AS- ' : �.. 3 - 0 - 7 000 28 x 36 24 x28 ed o 12"O. c, .- AT.ALL NFal) HOMES OVER . (mit{.} 6 min..'"' may. 4, 4 t if to 0At4CF. c t . " Dist, 6 Dist. 5 Dist; Dist. 3 , Dtst, 2 Di3#1_ Pp 2 thick 3 3 Dia . �HardI it Rr» . 3ii� Fca• r fo Alp ►trrt,-•W Q 8 000. 32 X 36 24 X32 , � . � �. �'- � (` �, p fT_ _ Ftem instate: Hardpannel �" ". t 50 FEET iN LE+�iGTH, SHEATH pT }'':-•-'-'-=�1iii�a"ti''ai s: IG st a• E' P4�a• �'�. ,, 1 r { ~. 1 - i - i . Opt. 3f8" tMtn:1 APA Rates " • INSIDE FACE �)F STUDS OR Pi�f .wd:. �� ! R n ,a I - cJ Dia 2 a 4 Top Plot$ AltaCh */2• a 10 S.T.S. i 9 000 36 .S 24 X36 f.", Al . My'vvd.:Sheathtng Ponr.oli-214v of 16 O.C. B.i'ee'A,. .)e 12'..,. (Aston for ik 1t/ w,r04 SFS• � 3' = 7" Dia "' � Nall W/Bd's 0 a" O.C.Ea es . -- 21 a Pi sen Pease UNDERLAY Ti -M EXTERIOR ,4. e 24' nc• 'i""' (� --» 10 000 -36 _ x 40 28 x 36 A n c e. 2 4 Pressure Trea#ed Founds#ton Ord. Lumber O,r401itf ss Ulf a ' -9" Dia . . 8i 12 o,c. Ftetd. Conn slamwoll, .u. HARDBQARD SIDING WITH 31$ s t}, ioe�,p, X r „ Q. ..,... 11000 36 X44 30X36 �- CWt wD.nxesi:: ea a t6 C. - . ` Hitch - a Rebar t A RAT + G 4/0 . at aaPWAI-1.:.. 1•: 1'lu See Press' Treated Lumber Notes)(Studs t 0. } s AP ED SY iEATHIN 2 s , ... �� Oia ' - Dist. 112 • Dist.11 Dist. l0 Dist: 9 . III 8 -' "Dist. 7 `'�/s"f13`x to"A.B; & - le weal ��- tR a -11 t 2.000 36 x48 32 x36 1st End . - A11GNv> va,r , e• t:: u O - �� ,�. ,� _ • . . 2"x z"x 3116" Washer , ' .ts , . - . EXP: 1. NAIL tV/ 6d Q 4 O.C. cl+, toF - ' 12 ii • ' �+ I tatf. t,''''`L' "'"�K-�J'�'`�' F. l .. t ' H t -�" 1 ; is u. 4 Qi 1 t { Sea Ariaher Bolt Chart .. I . AJ ' (j . •.. - i : ' i . . . J . -and: •316 as defined b the AiS1 .classification. 1 •,--s: . . . _ . ; •.., . - AT AlALLC,ONT�CTS. n f. f F•• ,u - � 5 ... . ' .r K. ^- -= `..: • For No. Of Botts 2 : + t .t 9 EB p. . .. " Max. Spacing of Anchor Bolts is 8 - 0 O.C. . . . r . 0 . -�- .M, ; ,o T . - PaT3 f... .. . _. Req'd. �''}� r - t i f q e �" ""'+ a . .. HO�VIES OVER 60 IN LENGT$ WITH A ROOF: �2+ iff a Rebar .rI.ai 4, a I_,Z.__. -1. �, twnen.x.e. n ue�o! '."'C'� S1xTOW. LOADING OV1l1R 35 PSt�' RE DIRE sa Rebar Con'i.• ... + ' %t. : , •8 Q , wood Tr q m0 . ._ toll 2 90 . i x, cut 0116*1 1111. SILL PLATES std(nsa And Ins r a 1 . Renoir w/6d al 4 4'O -C. r 3 x 4 or 3. x 63 P.T. �+t U . . IS�kNoiN61 . �..x • �� ' 1 > s„r • . F ATION - -READY, - 1 E PTl .' gFOUNDATION N F -100 Ti4�1pARD NON READY 0 0 BACK ILL `NON OU D DY OPTION . ..1.cn W tT o if . t,,, • �l . . :. . .. - f I U a * I� T! C L . - ..... . . . :. SEC N C C "END SIAL • CLO URE OPTIONS } .� a� . Existing t:xtertor_Sidtng - . 1. { , . . .. . . -- - - . I . • v"It LL:' v .... . . . t;- . ' . • Field install Z bar . Sea ' . - � . . . Closure . . . Detail ,. j . ' r (Mln.,Si. Nate Betbw :. . ' ENGINEER STATE AN ROYAL Field Inslis Cks I to„ --w . . - NO Match Exterior Siding I .. p I ?f Sae Sidewoll C1o1:ure 21s Bik'Q, I THIS FOUNDATION f�LAN IS DESIGNED TO BE USED. 1 . . DRAWN . Wedges For Leveling -. 4 WITH. MFG D. HOME • „ e. ## Detail eLelie . - 211 min. �; 4 _Cont.: " ,t ,t - r R© S1 9P n „ -_ ' . - Q KWWACMREDRoMBnKo!'J ZN0Ms ED Simpson TP49 or Equal . 45" mcx. j •• ,, a „ 8� x 8 .x Is. H C.®.(Alt. Metal Pier) -7 u a . MAKE at Each Anchor batt ' 1. . . ` , I 6 .. . ¢ X t0 A.B . oil T2 QC. Location # . i 2'x1 "x30°P.1 Wood Pad 0.44,�sRo-, 0Gp�JPf+C•T a K . Pods(Alt:' be co Brg.Pod1 tt►1rt.max. MODELS tvd' FOUNDATION SYSTEM 4 Vert. ot'9& o.c.- r ?,. w/6. Oaep Grovet(G)rave, May tis Omitted OptionalI .1 t1AlL.W/Orad"ATSIIL • . : (tl - •. When Exist!9:Soit'Is Free Drainin As Concrete - 2. DEMON LOAbSs ��I . . O �A 78ANDSAM?COD8,8HC!'ta+litsM TE PLATEAlAD4-i9dAT f . • , _ s" min. •. Determined 8y Loaa! Bldg. Otticiail ROOF LiYE LOAD: ;t� �I,:'� '.: P.SF. �' APPROYBD �wa+t7UTsr . ' .i. :c -,_ . h s ;>:' . f 3-8-94 I •', _ Ifs „ ;� } ,rt (ALTERNATE TO WOOD PAD: Abesco „ AI " 't't: ' :e a , s ,ytt, ,4 FLOOR LIVE LO/gp. - I „�Q. P:S F ,m.1791B ' SU8A3Ci'1+0 �,. it 12 min: +, , r .. l2 - i.,'' t2 . ; y` .i, ;,. . .C OORR8Ci031lItFaRBS SCALE -•f2' r Bearing Ptid, No Gravel Required -Sse n - ,�f • , .•... - WINO'LOAD:_,.,_. P.S.F.PS :,+ r•. i�. Detail This Sheet) " ::_::.. {• tt. .. ..' . . 6 aft . �.. :Li' Jll- .� ,, SEISMIC iONE._� E7S �� 8. NQTE.. _ It C .. . . OttPftwAt,t>=wrAurnoRrzeo*eA"vtavaAwtir' man ,. 1 4 Rsbac ant. . ,. _ • . I Cut off Bottom of pad:tin Sidin a - DI~ --s HIS FOUNDATION i ACING MFG D. HQMES e. . ONSSIONSORDBVIATIO141PROMR 9. 9 and .. - 12 - . 4'a When s Deep Continuous. .. "3, T IS FOR PL *J► �11n BOZl1RBMBRl�O!' dolt NO # # " . " s �Z Bar & Re ai WIBd's at 6'• 4 Cont. ;,� - 4 Rebar Vsrt. 0111 48'� " -"Footing is Used CQNSTRUCTEO WI tLONGt1rUDlNAL OR CROSS JOISTS: P APPLMOLBSTATBLAVIIANDUGULA710t S In tail Renall O.C. Note zo or24 Round ® - " OF Ch�a�` 94-212 .. 99 . seta ercafromta 12 . QC.(Rsq'd. Only \V/H.C.B. x i2'$Deep Conc.�Ftq. f I Stemweltl . The Foolingi Shown Are Options, 4. .ALL CONCRETE SHIALL AVE A COMPRESSIVE . . Each Type Is Acceptable: " ' Coinffnuouid�anc Fte�p s - STRENGTH OF 200b P,S.i. iN 28 "t)AYS. I - $ ' I .. L.w/2-414ia) . . g , . STEEL. PEER : CONCRETE BLOCK .�t��r . . 11�bstb Wef>�agandC ,•Lest--- Mo*' SHEET r 5 THIS FOUNDATION PLAN 1S 0»r3tGNED TO 8E .t�in CWCOUAM Di AliDA1tD9 Q . CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO : : iWir "■....��..... At E ,- EXISTING SOIL PR+t3BLEt 5: . ALT. sEc�rio A -A c -c - i e SECTION A A SECTION B --B - . 11 1 YPICAL 'APPL CATIONS SPAlQa r . 6. MFG D. HOME• MAY IgE SHPPED FROM THE FACTORY, . i �,T , - n. s. STA'CE APPROVED (APPROVAL *SPA 250" Ii WITH SIDlNO CUT BACK 2" ANO 2 BAR lNSTALt.EO.: . >plssAppiwat8s �: a,ts. ' - hIR SHALL VkRIFY At1 ... OF BHEETB I . . ._, ABESC ' BEARING PAD 7 t:OUNDATiG'H CONTRACTG . . 11 , .. I. _ . n.tS. DIMENSIONS BEFORE Ct;INSTRUCTfNG FOUNDATION. . j[[ 111111111111111111 . i i ,. �• . -i. . . . . .i . . 0 rI',