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Home My WebLink About029-133-018" N County of Butte Oroville, California GENERAL CLAIM CLAIMANT: Bryan & Lisa BOf1Ser ADDRESS: 2920 Clark Road #J8 CITY & STATE: Butte Valley, CA 95965 DATE OF CLAIM: 09/09/03 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund Claim - See attached calculation sheet Permit No.: 03-1492 PAID RETAINED. _ .REFUND Development Services $ 448.50 $ 133.00 $ 315.50 SRA $ - $ - $ - Sheriff $ 335.00 $ - $ 335.00 Other: $ - $ - $ - TOTAL $ 783.50 $ 133.00 $ 650.50 .. ........................ :;:;:;... ! .... 0 SSV. ....... . . ..' T... ACQCJN'T...I4L �'. . Development Services 440-001 4210500 $ 315.50 SRA 0100 4617240 $ - Sheriff 280 1011811 $ 335.00 Other, $ - TOTAL 1 1 $ 650.50 $ 650.50 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this day of I �. 2003, at h&\�-1)QC1 ,/,/)g &n/ � Signature of Claimant I, the undersigned, hereby.certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check one) same. Dated this ` day of 003, at Oroville Cal'rf. Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. REFUND CALCULATION SHEET CLAIMANT: Bryan & Lisa Bonser ADDRESS: 6900 Lincoln Blvd CITY & STATE: Oroville, CA 95965 • o DATE OF CLAIM: 09/09/03 APN: 029-133-018 RECEIPT INFORMATION NUMBER: 381705 DATE: 5/22/2003 ISSUED TO: Bryan Bonser CHECK #: 9667 AMOUNT: $783.50 PERMIT #: 03-1492 Yes No Yes No IOR REFUNDS: X ES VERIFIED X REFUND BREAKDOWN SRA SHERIFFDETAIL PAID RETAIN REFUNDsoo FBDG 4617240 1010100 881,1 z� BLDG ................. FILING FEES ............... .....•...... Building 20.00 20.00 Plumbing 20.00 20.00 Electric 20.00 20.00 Mechanical ,.,,...::..._. CHECK ,....... ...::':':::::,'.:::::::::: ..... :::..::PLAN ......... Plan Check I 23.00 23.00 Energy INSPECTION Energy PERMIT FEES Building 272.50 272.50 272.50 .:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:..:.:.: ........................... Plumbing 45.00 45.00 45.00 :::::::::::::::::::::::::::.::::::::::: ........ ... ............. Electric 23.00 23.00 23.00 ::::::::::::::::::::::::::::::::::::: ............. ............. ............. ........... ........... ....................................... Mechanical OTHER BLDG Overcharge MHI Ins ection SRA -BLDG Building $46 SHERIFF -BLDG Building $25 25.00 25.00 REFUND PROCESS FEE 25.00 -25.00-25.00::.:.:.:.:.:.:.:.:.:.:.:.:::.....::.:.:.:.:.:.:.:.::.:.:.:.:.:.::.:;.:.: ....................................... BLDG TOTALS 448.50 133.00 '. 315.50:: SRA -FIRE SRA - FIRE Fire $43 ............. ......................... SHERIFF - $335`SHERIFF Sheriff 335.00 335.00'..-':,.*-'-'-'-':':'-':'-'::.':':'-'-:"-'-'-'-'-'-'!.. -: >: 335.00 OTHER NON-BLDG`Z°u M.p i.�.' � v �... ' .._ �"t`''.... - �... .. .......................................... It OTHERF ..�. ....�.:e. .-.. $ 783.50 $ 133.00 $ 315.50 $ - $ 335.00 $ 650.50 BLDGSRA SHERIFF 440-001 0100 280 4210500 4617240 1011811 CHECK: $650.50 DIFFERENCE: (Should be blank) APPROVAL Date Reviewed 9/ /200 /n Michael V ana CCN✓ / �� Building Manager CLAIMANT: ADDRESS: & Lisa Bonser 6900 Lincoln Blvd. County of Bzi Oroville, California GENERAL CLAIM F / 3 CITY & STATE: Oroville, CA 95966 IMPORTANT: SEE INSTRUCTIONS DATE OF CLAIM: 8/18/2003 ON REVERSE SDE SUBMIT CLAIM TO DEPARTMENT RECEIVI GOODS OR S VICES DATE DESCRIPTION OF CLAIM DE RIBE ULLY TO AVOID DE Y AMOUNT Reason for the No septic/sewer hook= allow g erml pp Refund: No.: 03-1492 AP No: 029-133-0 '8 Receipt No.: 381705 1 Owner's Name: Bryan & Lisa Bonse Building Permit Filing Fees: Plumbing Permit Filin Fees• Date: 5/7/03Bid Per i ees: TOALM"ES PAID: $783,50 TO AL FEES RE NED (Breakdown Below): $108.00 $20.0 Plan Checking ee: $23.00 9 $20.00 En rgy Plan Che Ing Fee: Electrical Permit Filing Fe 20.00 Refund P cessing Fee: $25.00 Mechanical Permit Filing Fees: Inspection Fee: I, the undersigned, declare under penalty of perjury that the seSRA Fee: $675.50 rvice r icles claimed have b n performed or delivered• and that this claim is true and correct as stated Dated this day of , 2003, at Califf Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the service7at les specified above have been performed or delivered and that there is a Budget Appropor Specific Board Approval (Check one) for the same. Dated this day of 20_Oroville Calif. Department Head or Authorized Deputy Dept. Code 440-001 Exp. Code_ 4210500 for $315.50 PAYABLE FROM Construction Permits FUND Dept. Code 280 Exp. Code 1011811 for $360 PAYABLE FROM Sheriff Dept. Code erFUND Exp. Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT &SUB. PROJ. UB. OBJ CLAIM NO INV NO INV DATE ENCUMB GROSS AMT J I REFUND CALCULATION SHEET I MANT: Bryan & Lisa Bonser RESS: 6900 Lincoln Blvd CITY & STATE: Oroville, CA 95965 DATE OF CLAIM: 09/09/03 APN: RECEIPT INFORMATION NUMBER: 381705 DATE: 5/22/2003 ISSUED TO: Bryan Bonser CHECK #: 9667 AMOUNT: $783.50 PERMIT #: 03-1492 Yes No Yes No PRIOR REFUNDS: x FEES VERIFIED x INSPECTION REFUND BREAKDOWN DETAIL PAID RETAIN REFUND BLDG 440-001 4210500 SRA 0100 4617240 SHERIFF 280 1011811 BLDG ............. ........................... ............ ............. ............. ............. ........................................ ............. .................................................. ............. ........................................ ............... ............. ............................ ............. ..... ................................... .... ....................................... ............. ....................................... ............. ....................................... ............. ......................... ............... ......................... ............ ............. ............. ........................ ............. ............. ............. ............. ............. .......... ........... ........... ........... ........... ........... ........... ........... ........... ........... FILING FEES Building 20.00 20.001 Plumbing 20.00 20.001 Electric 20.00 20.001 1 Mechanical INSPECTION ........................... ............. ........................... ............. ........... ........... Energy ............. ........................... ............ ............. ............. ........... ........... ........... PERMIT FEES .................... ............. ........................... ............. ........... ........... ........... Building 272.50 272.50 272.50 ............ ............................ ............. ...................... ........... ...... ................... Plumbing 45.00 45.00 45.00 ................. .... ............. . ........... ........... Electric ��235 000 23.00 23.00 ............ : '' ' ' ' ' ........................... ............. ........... ....... '.'*'*'*'*'*'*".'.'.',-.'.. Mechanical ........ ............. ........................... .......... ............. ........... ........... ........... OTHER BLDG ...... .................... ............. ............ ........... ........... ........... Overcharge ............. ........................... ............. .......... ........... .......... MHl Inspection . — ........... ........................... ............. ........... .......... SRA - BLDG ...... ........................... ............. ............. ............. ........... .......... ........... Building $46 . ........................... ............. ................................... ............. ........... ........... ........... SHERIFF -BLDG . ............. .............. ............. ............. ............. ............. ........... ........... ........... Building $25 25.00 25.00 ......... ................... .............. ............................ ............. ........... ........... ........... REFUND PROCESS FEE ............. ............................ .......................... ............. ............. ............. ........... ... ........ ........... 25.00 -25.00 . .... -25.00::::::::::::::::::: .................. ........................... .. ............. ........... ........... ....... ........... BLDG TOTALS 448.50 133.00 315.50 ............. ........................... 315.50 ............. ............. ........... ........... ........... SRA - FIRE ............. ... SRA - FIRE .............. ............ ............. ........... ........... ........... Fire $43 .............. ........ ......................... SHERIFF - $335 ............................ ....................... ........................ SHERIFF ........... ............ ........... ........ Sheriff 335.00 ........................... 335.00::::::::::::::::::::::: .......... OTHER NON -BLDG ............................ ........................................ ............. .............. .......... . OTHER $ 783.50 $ 133.00 $ 315.50 $ 335.00 $ $ 650.50 BLDG SRA SHERIFF 440 001 0100 280 4210500 4617240 1011811 CHECK: $650.50 DIFFERENCE: (Should be blank) APPROVAL Date Reviewed 9 200 Michael Vieira Lj Building Manager AN: DATE: 5-2-ti-0ff 5415 LISA BONSERw, ` P.O. BOX 1130 Fs `-� : s� 't. kRICH Date - 9o-420211211 LE CA 96974 7" 4 "Pay "the to Order of 1, j itu n -i - ` vu•.- Dollars 8 Butte Comm t w x s Ban . 2041 FOREST AVENUE CHCO, CA • (530) 89682W ''r_', �'• ' { r - . FOC 1:121L-4202"5,:0400LL30311,'S4`1"5 �. r AN: DATE: 5-2-ti-0ff REFUND CLAIM APPLICATION REQUEST FOR REFUND Refunds can only be made upon written request by the person who paid the fee(s). The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued, however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked are not refundable. Fees paid to other County Departments are not covered by this claim. CLAIMANT'S NAME: MAILING ADDRESS: ASSESSOR'S PARCEL #: BUILDING PERMIT #: RECEIPT NUMBER(S): 14� � '-)D5 A request for refund of fees paid on the above receipt number(s) is for the following reasnnc- Please refund any applicable fees in the following categories: (Check those fees which you wish to have refunded.) Building Permit Fees Sheriff Fees ( ) SRA Fees (CDF Fire Planning) ( ) Other (specify): Disposition of Plans: (. ) Plans returned to me at counter ( ) Please mail plans to me at above address ( ) Please dispose of plans Signature 4 Date A COUNTY OF BUTTE GENERAL CLAIM FORM WILL BE MAILED TO YOU FOR SIGNATURE AFTER REVIEW BY BUILDING OFFICIAL. FOR BUILDING DIVISION USE ONLY: Receipt Information: Number: Date: Issued To: Amount: Fees Retaine d: Fcc. $ � X1dg Filing Fee: $ v/Plbg Filing Fee: $ ' Elec Filing Fee: $ Other: Mech Filing Fee: $ Energy P/C Fee: $ L/Plan Check Fee: Inspection Fee: SRA P/C Fee: Total Amount Retained: $ CQ5 315'et'r6\� TOTAL REFUND DUE. $ 30 ` 104S,G Amount from 440-001 $ zkS.SD Amount from $ Amount from $ 3biD Amount from $. l old�� ig 'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75413' /��PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT p ASSESSOR PARCEL NUMBER 029-133-01833-018 ZONING A-5 BUILDING PERMIT OWNER BOONSER BRYON &LISA TELEPHONE SO. FT. OCC. BUILDING VALUATION - OWNERS MAILING ADDRESS 6900 LINCOLN BLVD. OROVILLE 95966 CONTRACTOR'S NAME PHILL DECANN (SARAH) I TELEPHONE 624-4880 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 78 624.00 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 2 D • 00 Permit Fee $ 272.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS £K RICE AVE. RICHVALE Energy Plan Checking Fee $ $ PERMIT FEE $ 315.50 LAT NO. SUBONIS IONS NAME DEHD 2001-0052158 11 PARCEL MAP 9-01 PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE.62 AC SF ❑ Duplex ❑ Mobilehome IS Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NE6d 3BR MH PERM FND NEt1 SITE Gas piping system 1 - 5 outlets 15.00 15 00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 E a_ TNSPECITON PERMIT FEE $ 65.00 FLOOD•R 0975C ELECTRICAL PERMIT Filing Fee 20.00 eo.OR LESS Main Service 2oDA OR tESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license isiin_1 full 1and effect. �� )� lfforce License Class QA- A`16 Lic. No. '7 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service tow TO IODDA 46.00 NEW CONST. DWELLING OCCUP, OR ADONS. ( a ACC. BUDS. SO 3.,,,s NON -NEW R6ID MULTI.OUTLET 97,50 POWER APPARATUS a SINGLE 0LIREf CIR. Ex. Occup. OUTLET OR FDCTURES 20 00 Bol �': Ex. Occup. DFlxs R p OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I 11erepy affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' c9�mgqensation insurance carrier and policy number are: Carrier �Sdrt� (to n`,p Policy Number C»b -11 � ; (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwi comply w' a provisions. X Date Z 2 d 3 Signa ure of Ap t - ❑ Owner 'Contractor ❑ Age t An OSHA permit Is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 421-90 HAZ FE IMP __ / FLOOD A CDF PARCEL __ / D IS:UE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do wo-k been paid. Date Date Receipt No. `423.50 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT eOUNTY'O'F BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION '• - �' 7 County Center Drive 411 - Oroville, California. 95965 - Telephone (530) 538-75PERMIT NO. (Rev. 12/96) t APPLICATION AND PERMIT , ©3- /y9Z. ASSESSOR PARCEL NUMBER 029-133-018 ZONING A-5 BUILDINGPERMIT OWNER B"SER9 BRYON &LISA TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS 61900 LI13()O1V BLVD. OROVIL.i.E 95966 b CONTRACTOR'S NAME �. RMI DEC" (SARAH) TELEPHONE 624-4880 CONTRACTORS' MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ' Fireplace Total Valuation $ 78.624.W ARCHITECT OR ENGINEER ` ,. LICENSE NO. Filing Fee $ 20.00 1 Pefnllt'Fee $ 272.00 ARCHITECT OR ENGINEERS MAILING ADDRESS / Plan Checking Fee $ 23.00 BUILDINGADDRESS )DOM RICE AVE. RICHVALE Energy Plan Checking Fee $ $ PERMIT FEE $ 315.50 LOT NO.N" SUBDIVISIONS NAME PARCELMAP DE® 2001-0052158 1149-01 \ PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE .62 AC ti SF ❑ Duplex ❑ Mobilehome EX Other �. �E A *_,SPECIFY y. � NEach Trap' 7.00 Solarror heat um water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK L r New IN Addition ❑ Remodel ❑ U61i6es ❑ Installation ❑ Other ❑ 1, k 1 ( Describe Work: NEW 3BR NH, PERM FND NEW SITE 1 = , , Gas piingstem 1 - 5 outlets 15.0015.()o B I uilding sewer15.00 . Mobile Home S' G W @20.00, ,r , ` PERMIT FEE $ 65.00 FIMD•X 0975C ' ELECTRICAL PERMIT I Fling Fee 20.00 OR LES Main Service zo AOR LESS 23.00 23,00 LICENSED CONTRACTOR'S DECLARATION` 1 hereby affirm under penalty of perjury,that I am licensed under provisions of Chapter) 9 (commencing with Section 7000) of Division 3 of the`'Business and Professions Code, an my license is in full force and effect. �_ /r Llinse Class% ►� Lic. No.��'�� I OWNER -BUILDER DECLARATION r" +� I hereby affirm under penalty of Perjury that I am exempt.from the Contractors License 01-aw for the following reason:L, - %, ❑ I, as owner of the property; or my employees with wage's:astheir sole compensation, Will do the work, and the structure is not intendedcor°6ffered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ Iram exempt under Sec. Business and Professions Code for this +Main Service 200A TO 1000A 46.00 NEW CONST. DWELLINGS OCCUP. ( OR ADDNS. ( a Acc. Bins. O 3.50FT; NEW CONST. MULTI -OUTLET T. NOWRESID. @7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDRURES BAS (': o FIXED APPLNS. OR Ex. Occup. ourLErs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION I here y affirm under penalty of perjury one of the following declarations: 1 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for_by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' c m ensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy ,Number' C�b�? -ll (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the compensation provisions of section 3700 of the Labor Code, I shall forthwi comply W' a provisions. X Date { Z Z d a • Signa re of Ap t - ❑ Owner ontractor ❑ Age t An OSHA permit Is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 423.50 HAz FE I� -- FlQ�D x CDFpggC� P_/EL pp/ D ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do wo-k been paid. Date Date Receipt No. $423.50 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • "° 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev. 12/96) 1 C ; APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 0i9-133-018 A -S ZONING BUILDING PERMIT OWNER BMiSER9 BRYON & LISA TELEPHONE SO. FT. OCC. BUILDING VALUATION 14% R 78.694.00 OWNERS MAILING ADDRESS 6900 LINOOLN BLVD. OROVI I.F 95%6 CONTRACTOR'S NAME PHILL DW" (SARAH) TELEPHONE 624-4880 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 78,624.W ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 272.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS w Hmm RICE AVE. RICHVALE Energy Plan Checking Fee $ $ PERMIT FEE $ 315.50 LOT NO. VI SUBDIVISIONS NAME PARCEL MAP DEM) 2001-0052158 1149-01 PLUMBING PERMIT Fling Fee 2 0. 00 USEOFSTRUCTURE .62 AC SF ❑ Duplex ❑ Mobilehome [I Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MU 3BR 1H PWI FM NW $ITE Gas piping stem 1 - 5 outlets 15.00 15 M Building sewer 15.00 Mobile Home I S I G I W @20.00 7 —PRE—T PERMIT FEE $ 65.10 FUM:X, 09750 ELECTRICAL PERMIT Filing Fee 20 -CO OOOV OR LESS Main Service 200A OR LESS 23.00 23♦ 1 23.1)C 7 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is/ �infull force and effect. / —7 {-� License Class wtrrrr�!.�A+6 Lic. NO. (Ii / 'f i OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended.or`offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this Main Service 200A TO 1000A 46,00 NEW CONST. DW NG Occup. OR ADONIS. ( 6 Acc. B10S. so 3.5¢FT: I,GµpESID. T. MULTI- OUTLET 97,50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDRURES 20 Q 1'00 BAL o .50 Ex. Occup. OflxED uT Aa ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00reason WORKERS' COMPENSATION DECLARATION 1 here4y affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers compensation insurance carrier and policy number are: Carrier �- t� (t w "_(J Policy Number CSG 7 . r I 'Or., . (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwit(i comply w' those provisions. n X C"' Date { _ 2 Signa ure of Appli t - ❑ Owner E&Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 423.50 HAZ. , FE 17 +- / FL�D CDF PA7EL ++ 7 D ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisio-is Resolutions to do wcrk been paid. Date Date Receipt No. i sly 023.SV WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ' . , .�'1► "" COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION -0, .7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 3- 1-1/ 7- 4 � � ASSESSOR PARCEL NUMBER 029-133-018 ZONING A-5 BUILDING PERMIT OWNER �f'�/\ 4S�) MW p USA iM/i�i$l:►y I)4\lVl\ lY l-1JZ1 TELEPHONE SO. FT, OCC. BUILDING VALUATION c i4f A OWNERS MAILING ADDRESS 6900 UNK N BLVD. ORDM LC 95966 CONTRACTORS NAME AiILL DDI XTA (SAIM) TELEPHONE G24-4880 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER - LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 6' ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ • ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS j.$E RICE AVE. RICNVALE Energy Plan Checking Fee $ ` $ PERMIT FEE $ 315.50 LOT NO."I SUBDIVISION'S NAME PARCEL MAP DEW 2001-0052158 11 9-01 PLUMBING PERMIT Filing Fee 20.04 USEOFSTRUCTURE .62 AC SF ❑ Duplex ❑ Mobilehome 1X Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 • UO Each as water heater or vent 15.00 TYPE OF WORK New 15 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NW 3RR NH PE91 FND t04 SITE Gas piping stem 1 - 5 outlets 15.00 1'j 00 Building sewer 15.00 Mobile Home I S I G I W 920.00 1 PERMIT FEE $ O E1=:X9 09750 ELECTRICAL PERMIT Fling Fee 20 -CO R LES Main Service p A OR LESS 23.00 23. LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. i - License Class �'`) -�''<' Lic. No. L '�. � '� �V OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License 'Law for the following reason: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ly I -am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 here y affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workens_compensation insurance carrier and policy number are: Carrier -. ) a %_ � •.% { Main Service To I000A 46.00so WEL200A NEW CONST. OWEWNG OCCUP.3 5QS0. ( ACCGuBnEsr FT. ORw corgi . M NON-RESID. QG 7.50 POWER APPARATUs 8 SINGLE OUTLET CIR. Ex. Occup. ouTLET OR FDRURES aAL @'.550 Ex. Occu , o. (RRA D.oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number - . r I 't , (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. o �� 'G �,v X ,�� Date /Z `'1 4 Signature of Applicant - ❑ Owner MContractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 423.50 HAZ.FE I FLOOD n CD P AgcEL °� 41D NSUE This permit is hereby issued under the applicable provisicns of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Pa te Receipt No. 3 'S -�44�• WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUIL 7 County Center Drive • Oroville, California 95965 • Telephone (530) I APPLICATION AND PERMIT V R PARCEL NUYSETR_ /r3 - Zom", �' _ BUILDING PERMIT 0 2 3- 446 ING DIVISION i38-7541 PERMIT NO 03 - V9Z- OR ENGINEER AACMITECT OR ENCMELKS YMRJ� wUMC b BUILDING ADDRESS Lo No. Sue 01.0- 9066 TELEPHONE ►� , g y, ygeo t 2vu, l% -1S966 I64 L�4/e, NO. USEOFSTRUCTURE SF ❑ Duplex ❑ Moblehome* Other cPEe>FT TYPE OF WORK New 9 AddLhon ❑ Remodel ❑ UbTAies ❑ Installation ❑ other ❑ I F: L, : x" 0') -7 S -e, SO. FT OCC. BUILDING VALUATION no I 1 c/ CSL $ 20.00 Permit Fee ,rys Z S Plan Checkin Fee $ Energy Plan Checking Fee S S PERMIT FEE S PLUMBING PERMIT Each Trap Solar or heat pump water heater Water pi (ng Each gas water heater or vent Gas piping systern� t - s outlets Building sewer Mobile Home I S I G W z%2, iling Fee 20.00 -'-'7."00 -- 23.00 15.00 1 5.D0 1 5.00 f 5 15.00 @20.00 2 yrs ec n--,/ *WNG ADDRmc Y7 TORT NA,AE PHI L F «�df '9, TORS NAIUND ADDRESS _ 'g oo Li je- r.✓ ,13L - CMN LENDER Mein Service MktL= ADDRESS ' OR ENGINEER AACMITECT OR ENCMELKS YMRJ� wUMC b BUILDING ADDRESS Lo No. Sue 01.0- 9066 TELEPHONE ►� , g y, ygeo t 2vu, l% -1S966 I64 L�4/e, NO. USEOFSTRUCTURE SF ❑ Duplex ❑ Moblehome* Other cPEe>FT TYPE OF WORK New 9 AddLhon ❑ Remodel ❑ UbTAies ❑ Installation ❑ other ❑ I F: L, : x" 0') -7 S -e, SO. FT OCC. BUILDING VALUATION no I 1 c/ CSL $ 20.00 Permit Fee ,rys Z S Plan Checkin Fee $ Energy Plan Checking Fee S S PERMIT FEE S PLUMBING PERMIT Each Trap Solar or heat pump water heater Water pi (ng Each gas water heater or vent Gas piping systern� t - s outlets Building sewer Mobile Home I S I G W z%2, iling Fee 20.00 -'-'7."00 -- 23.00 15.00 1 5.D0 1 5.00 f 5 15.00 @20.00 2 yrs ec n--,/ I �f S.DO PERMIT FEE S G ELECTRICAL PERMIT I Firing Fee 1 20.0C Mein Service a on = 23.00 2,3 Main Service tow TO Hoon► 46.00 HIM CONST: e O012E31.1G OCCUP. 3.5¢x° Ex. O=u . OUTLET OR WMARFS eat -yo I Ex. Occup. 6 )0E- S.DO Temporary Service 23.00 Moble Home Facilities 20.00 M'Ise. Wirino 23.00 PERMIT FEE I S .11.3 MECHANICAL PERMIT I Firing Fee 1 20.00 1 Hood , 1 1 6.50 1 PERMIT FEt S Moble Home Installation Fee S Energy Inspection Fee S Dee CONST. 771E JTOTAL FEE $ D. FE QAJS I ELO9D I CDF.e CEL/ N�-7S" This permit is hereby issued under the applicable provisiors of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date ____ i COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMI�T,pAPPLI�/4TJON DATA SHEET �1 OWNER: a1�2 �� F-37. �^�S'y1� ASSESSOR PARCEL NUMBER OZ /33-0/46 Proposed Building Use: / e--4 ^y�"�`� S�fG ?-�►� Counter Technician: Date: 5/2 2-C>Q Items require fhCdrdkr t6ap hytori tperriri4 dill boxleg ' "'ST be checked OR marked NA in order to apply. Plot plans, 3 or 4 sets, signed�y the preparer of the plans. AA-1Complete plans, 3 or 4 sets, signed by the preparer of the plans. engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. pJA,... tigineered truss details and layouts in duplicate. No faxes! /&J�5N-E-nergy compliance design and supporting documentation in duplicate. g�A, anufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. W..,�Ietal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en ig neer. y.; Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ......................... :......... ❑ 9. Plot plan and business license approval from the City of Biggs ...........::....................... ❑ 10. Letter of intent for non-residential buildings..................................:...................:.. ❑ 11. etached Accessory Building Form filled out by the owner .................. V❑ Hazardous atertal Form ....................................... ........ ............. 13. Other r ev Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑/14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... _ ❑ 1 Statement of Intent for Non -heated and A/C Buildings ............................................. _ [116. Sanitation and plot plan approval from the Environmental Health Department in D 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... EJ 19. Planning approval for (A) Use: D 1G (B)Parking: (C) Parcel Check: S -3 0 ❑� E �20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... JAP. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy -&O3LJAA-1-$' ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 20. Letter of Signature authorization .......................................... ;......................... MO'T7. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance.....................................................:......... ❑ 29. Exis 'ng violations pd/or expired permits......................................................... ❑ 30. Grant Deed, EKI.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone z y - GD and hold for pickup. I have been informe he ov 'terns and requirements for obtaining a buildi permit. Applica c� Date: 5 2 2— /031 1. Index permit appsn-f the above items numbered:j, `T , 1 �Zl , 2 I : Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ 'phone, ❑ mail, ❑ counter b Date: ,A Plans reviewed by: Date: Plans approved by: I Date: U Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Buildine Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 j�y� SCHEDULE OF FEES DUE OWNER O Li ✓L �� L is P 6 DniS r A PROPOSED BUILDING USE My' / _ S� % el^t 310& 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ..........:...... $ �—'/Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES 814 �5 (paid at District Office) (Available after Plan Check) �3. SHERIFF FEES (paid at Building Divisiqn) Residential ...................... 1 x $360.00 = $ 3 6 Units Commercial (sq. ft.) ....•........... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... x = $ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER ` A.P.# 02-41' /�3 - 0/6 DATE 2 �� RECEIPT # DATE REC. "5/70 2 L., At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checkin ss. APPLICANT DATE Z Z 6 « ^— Pursuant to Government Code e 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may'have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6100) I 'TE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe, conspicuous place. Do not remove until all required inspections are made and building is approved for occupancy. Plans must be available on the job site. A. P. No. _.029-133-018 X03-+1492'",•:Owner BOONSER, BRYON. 7 RICE AVE, RICHVALE ContractoCont:-PHIL _DEC Permit No NEW MH PERM FND NEW.SITE I ALL1�' FOR INSPECTIONS INSPECTION DATE INSPECTOR Footings Piers Underground Conduit Pre-Gunite Underfloor Plumbing Underfloor Electrical Underfloor Mechanical Underfloor Framing Slab Rough Electrical Rough Mechanical Framing Shower Pan DO ............... . . . . ........... ..... .... .. ...... ...... insulation Di .......... ....... ... . ....... ................. .. ... Fireplace Footings Fireplace Throat t}o:N t.( Stucco Lath Scratch and Brown Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Buildina or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY Addresses Information:.:.: on... ..... ....H.'r .... . Oroville - 7 County Center Drive 538-7541 538-7636 Chico - 411 Main Street 891-2751 891-2834 Revised 7/94 NOTES RESIDENTIAL 029-133-018 03-1492 PERMIT NO. j. BOONSER, BR_ YON RICE AVE, RICHVALEN Cont: PHIL DECAN# NEW MH PERM FND NEW SITE THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS -- BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE - INSPECTOR MUST RETREWE). (2) STATEMENT OF FACTS (ONLY ON -- - NEW MH'S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY J=OK 0 = Not OK . = NotReadyable 'MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Wood Awn.; Posts-Beams-Rftrs-Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) Elec.; Pool Lighting; 15 Volts-GFI 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG 9. 7. Well Clearance &Disconnect Plumb.; Cir. Test -Water Supply Test 8. Utility Clearance 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged ' 9. Exits ' 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date _ Card B-1 -Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel , 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors 3. Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtc. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /' Ftg. Depth 50. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 51. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 52. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 53. 6a. Hold Downs and Special Anchors 54. 7. Slab, Steel -Wrapped 55. 8. Piers -Fireplace Ftg.-Steel 56. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 57. 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 58. 11. Water Pipe; Test -Anchors -Regulator -Service Test 59. Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Date 16. Insulation Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date Ext. Steps -Door & Sidelight Protection -Landings Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 67. 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 69. 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Elec. Outlets at Wood Panel, Int. & Ext. 73. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 76. A.C. Duct in Garage -Damper 24. Fixture & Transformer Clearance -Ins. Protection Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors Plb.; Elec. & Mech. Equip. Listed for Location 26. Size Boxes & No. of Conductors Stapled Elec. Receptacles in Garage (F.F.I.)-Romex Protection 27. Romex Installed Close to Edge of Studs & C.J. 80. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 81. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No Clearance Looked under Floor 0 Yes 32. Service -Riser Conductors & Ground Main Disconnect Following Instld./Drive 0 Yes 0 No/Walks Cl Yes O No/Planters O Yes 0 No 33. Equip. Clearances Panels-Motors-Mech. Equip. 84. 34. Clothes Closet Light -Shower Light -Spa Light 85. 35. Smoke Detector 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 90. Glass Protection 36. A.C. Ducts Insulation & Support Corrections from Previous Inspections 37. Vent Fan, Exhaust above insulation Gas Test -Meters Tagged, Gas -Electric 38. Condensate Drain & Overflow, Size & Grade Water & Sewer Connected -C/O to Grade -HD Approval 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 94. 40. Attic Access & Platform if Furnace in Attic Date 95. Card B-1 Date Card B-1 Date 96. Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 41. Sills Proper Materials & Anchors Card B-1 Date Card B-1 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Card B-1 Date Card B-1 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks Cl Yes O No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Building Permit Nu ber: 0 -3-iq9z Owner Name: CSO Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997*U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW aYour parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be requires[ - - - -- -- ---- — Note: We will normally acceprthe following as -compliance with the flood elevation — requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 1 of 2 Building Permit Number: Owner Name: Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. ❑ Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of -*f) feet from the side and —5— feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Sir ., Page 2 of 2 { co 4' Utility Pole Utili �ypo O 20' LO We 5' 120 o C0 N N rMe -age I '4. 20 Is G�L —NOTE: wSee the attached 0 2 -► 3 3- i Rp ReauiCements 'ZI Pages _ b3 - l +01 Z BUTTE COUNT` BUILDING DEPARTMENT Future Shop I � � v`' 5 15' Easment cv 60' k' PLANNING DIVISION- BUILDING PLAN APPROVAL Ln Use: ©I< Date: 5 --So Parking: Landscaping: / ii oiiii�■i��MEN ENO '!Big mommommommin OUS ------- mmmmmmm_.__ �WOIOXE MIm5an00001"AO mmmmul =�mmmmmml P-masummum E&iwmnmnn ma"Nomms! BEDROOM `3 iol-o* x IT -41 3 BEDROOMMODEL 673, 2;6'. x 56. ' • .115 6 S 9. FT. ............ Mobilehome Manufacturer: Manufacture Year: Zoo If other than single wide, furnish Setup 1 odel Number: = 13 - Width:��(ft.) Length: r"6 (ft.) Tagalong or Expando Size On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets.. FOOTINGS: Wood pressure treated or foundation grade[t_�Other: SUPPORTS: Concrete block[ Cj"Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 P fL!n 1 Line 2 e 2 ...................................................................... Main Beams Line2 ....................................................... ........................2 Line I e 3 e 2 .........................................................................................Main Beams .......................................................................................e 2 e I eS Tag or Triple e 4 :�_� ......... ................. ' el Line 1 Piers: Size minimum: r 1 x Spacing maximum: ` From ends -maximum: ` Line 2 Piers: Size minimum: ;L4 I x Spacing maximum: r7 0 ` From ends -maximum. ` Line 3 Roof Loads: Size minimum . Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: [ r z ] x Each side of openings with width over: o ` Line 4 Piers: Size minimum: I lxp Spacing maximum: ` From ends -maximum• ` OVER - --- FNT A P 1. Owner's Name:Oa�l2. 2. Assessor's Parcel Number: 3. Installer's Name: 4. Is the site currently under permit? Yes[ ] Nopey Permit No._ 5. Is the site an existing site? Yes[ ] NofX-r— (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? 1-06Amperes. 7. What is the mobilehome site circuit breaker rating? 1D Amperes. 8. What is the electrical rating of the mobilehome site? Amperes. 9. Is the main service remote from the t kabilehome site? Yes[ ] No[ ] If it is, what is the rating? U Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[ ] If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propane[] None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: W inches. 13. What is the gas pipe length from the meter or tank to the mobilehome?Zu (ft.). 14. What is the mobilehome gas demand? I B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT'APPLICATION May 1995 8.5 Aur. b. Z M IU:SOAM U & A Uonstruction U3(TUE) 10:05 CHAMPION BUUU9 559 562 146336 n O m X m m 8 r R A i;1 9 TEL:559 562 146336IYo 0423 P Z6' TTP. BEAM SPACING TYP. BEAM SPACING 6' EleetACdl loin ------------------------ ---- M ------ ----, 1 1 1 1 1 1 1 � 1 1 1 � 1 1 1 1 1 1 1 : 1 � 1 1 , 1 1 : 1 1 I 1 1 1 1 1 1 1 1 1 P : � : 1 I 1 1 1 1 1 1: � 1 � 1 : 1ED 1 I 1 1 1 ED: : 1 1 1 I I 1 1 1 1" 1 1 1 E JE : I : I I 1 1 4 : 1 1 1 1 1 1 1 I 1 7 ]M 1 1 1 1 1 : : � 1 � a I 1 1 03 ED 11 1 1 1 1 1 I I 1 C 1 I 1 —0 7El 1 1 / N 1 : ~ N i 1 t 1 1 1 : � 1 , , 1 1 1 , 1 1 : 1 1 ED , , 1 , , 1 1 1 1 , , , 1 1 E -: 1 K 1 T , , L--- — -------------- —------- -------------T----.)i F-1 X:70 x� � o X X T o L r � m r m r- O � t) L BUTTE BUILDING A F,I 2 P. 001 �S0� oa��RN� CP )Z S! XX=a'n_r D NIvXX� 0 OB�TD 4`d'Oox Tl T 0a (3 F -u +�i0�EE0�N Q6000�, RT rn O 1 1 N IV XX=Nn'-p X.XO�Xa J. �sl� T�iO-R,n� ENT ,_ • 2"x 2"x 3/1 b STEEL ANGLE 4 CHASSIS FRAME - 1/4" GRIPPER PLATE (2) REQUIRED 1/4- GRIPPER BASE 1/2-13UNC-A307 x 4" DOLT WITH NUTS (4) REQUIRED DETAIL "A" 01 1/2' SCH 40 PIPE. RISER WITH 01/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO 01/2' ADJUSTER HOLES ABESCO ABS PAD 1503 STEEL FRAME SEE DETAIL "A C 3/8" Cita BOLT. \.T -, WASHER COUNTER BORED FLUSH WITH BOTTOM AT 8" O.C. (8) REQUIRED 1/4" STAND BASE A8ESCO ABS PAD #503 36" WAX TO BOTTOM Of (tPAD I 81/2'x 3' C.R. LOCK PIN WITH 01/8- BR10CE PIN (1 4.I COACH "C" FRAME - 2' CHANNEL--\ 1/4"x1-1/4"---, TEK STS (2) REQUIRED 1/4" GRIPPER 13AS E 1/2' A307 BOLT (2) REQUIRED 3/8"x 6'x 6 STEEL PLATE 1/2" A307 BOLT (2) REQUIRED 10.00-1 0 0 10.00 X1 1.10 09/16 HOLE (TYP) - STAND BASE TOP VIEW TUF-1 PERMANENT FOUNDATION SYSTEM ABFSCO-GUS GUARD COWANY 5851 FLORIN - PSIMS ROAD SACRAbf?i3JT0, CA 95823 PH: (800) 382-8831 FAX: (916) 383-5201 1/4" GRIPPER PLATE i - COACH "J" FRAME 1/4"x1-1/4' TEK STS (4) REQUIRED 1/4" GRIPPER BASE �- Li1/2',&107 BOLT (4)��RE�QUfRED CC -BEAM J -BEAM ^�� ATTACHAlENTATTACHME�IJ'r �� J`Y 8' 1/2"RD A.AHOLE ( PLACES Imo— 30' - -- -� STEEL FRAME TOP VIEW +` STATE APPROVAL t 9 g R a t. <U�j� m G S `- ''� C Q < _$-G 9 '2 J a e4 d COY', 0cl_ o WAYNE T. POLVADO, PE -LISTING NO. F94249 SIIEE7 1 o1 3 N CD cn N CS) G) N A CS) w w w cn N CS) D to IT! 1n O -D n G) m d c\j GENERAL NO'PES GUS GUARD TUF-1 m= 1. DESIGN LOADS: LIVE LOAD - 30 LB. 16. FOUNDATION BLOCK'S 16'z 16"x12" POURED IN PLACE AT GROUND LEVEL MAY (3 FLOOR LIVE LOAD - 40 PSF BE USED AT INSTALLERS DISCRETION ALTERNATNE TO PADS. WIND LOAD - 80 MPH EXPOSURE "C' a SEISMIC ZONE "4" *SNOW LOAD 100 PSF (SEE NOTE I/15) SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES 2. THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON E= 2' MIN. / 8' MAX. E= 2' MIN./ II' MAX. A FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. S= 6' MIN. /I6' MAX. S= 6' MIN. / 22' MAX. 3. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE "MOBILE HOME INSTALLATION INSTRUCTIONS". VARIES 10'-70' (SEE TABLE ON SHEET 83) -- 4. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (O.S.) CAN"OCCUR, E S S S MANUFACTURED HOME SHALL BE READJUSTED WHEN DS EXCEEDS 1/4", OR WHEN IT WILL ADVERSELY AFFECT MD81LE HOME UNIT. 5. CARRY ALL FOOTINGS DOWN TO FIRM, UNOISTURDED SOILFOOTINGS F1 RIDGE BEAM SUPPORT AS �I ARE DESIGNED FOR 1,000 PSF TOTAL LOAD SOIL PRESSURE, AND REQUIRED BY MANUFACTURER SHALL DE1WITH LOCAL SOIL CONDITIONS. COMPACTED SONO (TYPICAL) a 1:1a, MAY BE USEDED TOi0 FILL LOCAL VOIDS UNDER PADS. 6. STRUCTURAL STEEL PCATEO ACCORDING TO AISC SPECIFICATION. WELD ACCORDING TO AWSWS SPECIFICATIONS. ELECTRODES -370 PLATES -ASTM A36 DOLTS -SAE GR 5=ASTM A449=ASTM A3725. 8' NOM. 7. THE GUS GUARD ASSEMBLIES SHOWN ON THIS PAGE SHALLBE LISTED AND n `� U) LABEI3:D BY BSK AND ASSOCIATES FOR THE FODUAVING LOADS 2' NOM. U R QAL1ATfA13LE LOADS: HORI'LONTAL VERTICAL PADS IN ANY PAIR MAY BE f STANDARD M.H. FOUNOAT! N y GUS GUARD TUF-1 ROTATED 90 DEGREES OR PIERS AS RECOMMENDED--" r7 PVC SERIES 22008 6000] OFFSET TO OTHER SIDE TO THE MANUFACTURER ORktTHE _-` SUPPORT GUS GUARD MCP PAD 22008 60008 AVOID CLEARANCE PROBLEMS. ENGINEER_ TYPICAL THROUGHOUT. PAO (TYP) GUS GUARD E-2 TIE PAO 22008 60008 �qT B. DURING PRELIMINARY INSPECTION, THE ESTIMATOR SHALL ENSURE THAI MOBILE HOME CHASSIS BEAMS ARE OF STANDARD SECTION. 9. EXISTING COACHES MAY BE RETROFITTED TO RESIST SEISMIC FORCES BY �Q�O4SSfr?�! STATE A P P R 0 VA L INSTALLING GUS GUARD TVF-I UNITS AS SHOWN ON THIS PAGE OF TYPICAL FOUNDATION PLANS. - d IV 10. THE GUS GUARD TUI -1' SYSTEMS ARE SAFE FOR INSTALLATION M FLOOD PLAIN AREAS WHERE DEPTH OF FLOODING DOES NOT EXCEED THE HEIGHT �y x N OF THREE FEET. I i i!✓. 13 x m > I. MULTIPLE UNIT INSTALLATION IS ACCEPTABLE PROVIDED Ln THE NUMBER OF TUF-1 UNITS UNDER EACH UNIT IS m THE SAME AS SHOWN REQUIRED PER EACH UNIT. �� CYC N„�'L�� IA p0 05 12. SINGLE -WIDE UNITS REQUIRE ADDITIONAL RESTRAINT. • SEE SHEET 3 • �7C� !p��S g to O Q 13. All METAL COIPONENTS AND ATTACHMENTS ITE]IS SNALI BE PROTECTIVE COATED. r. , O m � 14. WHEN CONCRETE SLAB IS IN EJIISTANCC, PAD IS NOT a w REQUIRED. ANCHOR STAND TO CONCRETE SLAB WITH TUF-1 PERMANENT 0 H "a FOUR (4) 1/2"M 3 1/2" EXPANSION ANCHORS. 869 o z >: FOUNDATION SYSTEM �, a cv 15. GUS GUARD tUF-1 FOUNDATION SYSTEM PROVIDES > ' _ g m ALLOWA13L.E SNOW LOAD TO I DD PSF WHEN INSTALLED � � .. . IC m ABF.SOO-GUS GUARD COMPANY " ¢ WITH EXISTING STANDARDS REQUIRED BY COACH i 5851 Fl.ORIId - PERiCIN3 ROAD Q o t MANUFACTURER OR REPLACE THEM ON A ONE TO CD ONE BASIS. SACRAMENTO, CA 95823 PH: (800) 382-8831 FAX: (916) 383-5207 WAYNE T. POLVADO, PE -LISTING NO. F94249 SHEET 2 o1 3 e N CD N In m m m I9 v N I9 CD N \ In CD 1/2"x 3 1/2- - EXPANSION ANCHOR (4) REQUIRED 1/2'x 8" LONG 3/4" DIA. x 18" LG. (4) REQUIRED ANCHOR BOLT (4) REQUIRED 3/8" CAD PLATED BOLT. NUT & WASHER COUNTER BORED FLUSH WITH BOTTOM r: AT 8" O.C. \ (8) REQUIRED CONCRETE PAD INSTALLATION CHASSIS FRAME 1/4" GRIPPER PLATE (2) REQUIRED 1/4" GRIPPER BASE — 1/2-13UNC-A307 x 4" BOLT WITH NUTS (4) REQUIRED >ol 1/2" SC" 40 PIPE RISER WITH 01/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO 01/2" ADJUSTER HOLES ABESCO ABS PAD 1503 STEEL MME - POURED IN PLACE 16x16x12 CONCRETE FOUNDATION INSTALLATION 1 1 1 1111 1 1` 1l 1 I LIGHT HEAVY-WEIGHI PLASTIC PAD INSTALLATION 36" MAX A TO BOTTOM 1[iJL11-1TIDB � SQJCLS wmE 1 OF PAD' OT WIDTH OF HOME LENGTH OF HOME 24 26 28 44 lW1DTh= . nUMt- - UP TO 41' I 1 HOME I 10 x.12 ` ' l 4'-T X16 1 p 8 8 8 12 UP TO 44' 6 1 e# 6 66' 12 1 12 12 18 44'-1' to 66' 8'�1 01/2"x 3" C.R 68'-1' to 60 20 20 20 24 �,_ - 1 a'8; 8 8 LOCK PON WITH 1 fo 80 10�. A -0,x`✓ 1.10 10 NUMBER OF TUF-1 REQUIRED NUMBER 'Of�rTUF-{ REpU1RED ID1/8" BRIDGE PIN MOIL SINGLE WIDE UNITS REQUIRE (4) E -Z TIE PADS. GUS�CUARD3TUF-1 . PERS ARE TO BE PLACED AT APPROXJ1,1J1TELY EQUAL INTERVALSS'?ALONG EACH -FR ME RAIL STATE App RjVAL ��.. a.. Yi? v V e : • €� �:i 1f. z V O OF C kvk f R o Li H �► TUF-1 PERMANENT FOUNDATION SYSTEM � �, no toe E z j ' �� i4 - ADESCO-GUS GUARD COMPANY 5851 FLORIN -PERKINS ROAD WAYNE T. POLVADO, PE -LISTING NO. F94249 SHEET 3 of 3 0 I 0 Ln M 4' t Utility Pole Utili y Po O 20' Ln We 5' 120' o w cV N t N 'ure -age I .4' 20' CO d ry ------------------ Future Shop I I 5� 15' Easment cv _ I N 60' or PLANNING DIVISION- BUILDING PLAN APPROVAL .Use: o"I<. Date: S-30'd�" 3 Parking: .. Landscaping: Ll Mobilehome Manufacturer: Manufacture Year: If other than single wide, furnish Setup Model Number: (0 ag -13 -`5 - I l Width: 2 6 ft.) Length: 6 (ft.) Tagalong or Expando Size - ) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets.. FOOTINGS: Wood pressure treated or foundation grade[ Other: SUPPORTS: Concrete block[ (Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 0 . e 1 Line 2"--. Line 2 ................................................................................................ Main Beano Line2 ....................................................... .............. ............ 2 Line I Line 3 Line 2 ................................................................................................ Main Beanu ......................................................................................... Line 2 Line 1 ................. .................... .......e S Tag or Triple ine 4 el Line 1 Piers: Size minimum: r 1 x Spacing maximum: ` From ends -maximum: ` Line 2 Piers: Size minimum: �-4 1 x . Spacing maximum: 1 -7 ` From ends -maximum. ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: [ "-I ] x [ LS]. Each side of openings with width over: m ` Line 4 Piers: Size minimum: r 1xL Spacing maximum: ` From ends -maximum] ` 1. Owner's Name: 2. Assessor's Parcel Number: C"\ 3. Installer's Name: 4. Is the site currently under permit? Yes[ ] Noky Permit No. 5. Is the site an existing site? Yes[ ] Nof)(J'- (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? f06Amperes. 7. What is the mobilehome site circuit breaker rating? 14% Amperes. 8. What is the electrical rating of the mobilehome site? ---I Amperes. 9. Is the main service remote from the t tobilehome site? Yes[ ] No[ ] If it is, what is the rating? 14S () Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[ ] If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] PropaneM None[ ] 12. Size of as pipe at the mobilehome site from the ' meter or tank: L4 inches. 13. What is the gas pipe length from the meter or tank to the mobilehome?". (ft.). 14. What is the mobilehome gas demand? I B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). , THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 8.5 cl- M1 FOR ALL OTHER IMFORMATION SEE CHAMPION HOMES SET-UP MANUAL. TTP. (% ❑ 10"X 20"X 6" FOOTING SINGLE BLOCK F TYP. 36"X 3(o"X 10" FOOTING DOUBLE BLOCK 45'-I' Uhler 33'-11' Gas We (rlay vary m/ Gas Dryer) 74'•7' Liam OAIA 1 1)20P5F ROOF LOAD 2) 2000 PSF SOIL 3) 8'-0" OC SPACING MAX. 4) 24 WIDE --18"X 18"X 5" FOOTING 26 WIDE --19"X 19"X 6" FOOTING 14/28 WIDE --20"X 2011X 6" FOOTING 16/32 WIDE --20"X 20"X 6" FOOTING 1)30 P5F ROOF LOAD 2)1000 PSF SOIL 3) 8'-0" O.C. SPACING MAX. 4) 24 WIDE --20"X 20"X 6" FOOTING 26 WIDE --21"X 21"X 6" FOOTING - 14/28 WIDE --21"X 21"X 6" FOOTING 16/32 WIDE--22"X.22"X 7 FOOTING W 1 1 Z S RIDGEBEAM SUPPORTS I 1 i 1 Mex 34'-7' a C�O�Q t1PO0o b NONE MOLDERS C RS CO. 840 PALM AVE.. LINDSAY, CA 93247 EXTERIOR DOOR LOCATION GRnart BY. M.S. ryoet,D^ - 4_P�vF0 6r, 76X60 3 - - &C LLF, VS -1.0 /-If1s PATE, 1-1-91 . 411111121m R f� ------------------------------------------------------------------------- ----------------------------- - -1 1 ' 1 z �B El El 1 El 1 Q ' I � 1 1 I I I Q ; ' W 76'-8'' 1T•4' 1 I 1 I i"' 1--' i 1 W 1 1 Z S RIDGEBEAM SUPPORTS I 1 i 1 Mex 34'-7' a C�O�Q t1PO0o b NONE MOLDERS C RS CO. 840 PALM AVE.. LINDSAY, CA 93247 EXTERIOR DOOR LOCATION GRnart BY. M.S. ryoet,D^ - 4_P�vF0 6r, 76X60 3 - - &C LLF, VS -1.0 /-If1s PATE, 1-1-91 . 411111121m R f� a 3 BEDROOM MODEL 67:` 6 Sg.FT. ENCROACHMENT PERMIT 6 3 -1419a County of Butte Department of Public Works M.Ij 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/pubhcworks/forms.html NOTIFY COUN'T'Y 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 Permit Number 0 3 d 7 3 y E District 2 L APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except sianature must be tyried or legibly rinted. 1. Applicant's Name ]a. n A%Company Name: Z'Ja-A/5i t_ i��C.�/\(� 2. Address: b C7 L r� C U, --QJ �-6 L v 0 3. Phone: 4. Assessor's Parcel Number: 5. Location of Work to be Done 1/7 ErvC-4 t ' "� Z i c e S�. -S/-T 4/JO u rC IV 6. Applicant's Signatu 7. Date: CONTRACTOR'S INFORMATION 8. Contractor's Nam I 9. Address C, 0,2) L_( Co t� 12 U /� 10. Phone: LO Q+ — r / GJ ,- 11. Fax: 12. Contractor's License Number.� 13. Certificate of Insurance: Yes No: El14. Contractor's Signature:, j ' 14a. Date Signed: 15. Authorized Agent:" - " TYPE OF WORK TO BE DONE 16. Please Check: �� A Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): Is. Other. PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, ermission is hereby ted. 19. Conditions Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. RAU work shall conform to accompanying: Detail R Plans ❑ Special Conditions P 21. Date Issued / �O /G3 �e 22. Expiration Date: /�G G / 23 Surety: Yes Mike Crump, Director of Public Works By: Note: If permits are faxed to any number besides (530) 5384356, they can be delayed up to one we Page 1 of 2 General Conditions —See Page 2 yrs C' GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. Ag work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and dean a condition as is possible and upon completion of the work granted herein, shall leave the County Kghway in.a thoroughly neat, dean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to property maintain any encroachment placed by the Permittee on any pad of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsibility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be dosed to travel by the general public without special permission, in writing, from the Board of Supervisors. 7. The Permittee, by the acceptance of this permit, shall assume full responsibility for all liability for personal injury or damage to property wNch may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim, 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trendies shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shag conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a The relative compaction from the bottom of excavation to a plane five feet (6) below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-C of the Materials and Research department, State of Cafifomia, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane fire feet (6) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. a The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be place in 8" lifts, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shall be scored, or saw art before trenching. Minimum depth of cover over all underground facrTities shall be 30 inches, except drainage culverts. Ag installations, parallel with roadway, shall be placed as dose to the right-of-way lime as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, cribs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon backfilling or the excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior to the construction. Ag surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction operations, shag be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2) d asphalt concrete over eight inches (87) of aggregate base, according to current California State Specifications. 9. Whenever necessary to secure permission from abutting property owners, such authority must be seared by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall'be given every consideration in the location and type of coristruclion. Permittee shall cause to be placed, erected, and maintained all warning signals, fights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shag notify contractor as to the special conditions and requirements contained herein. Page 2 of 2 PTN. SEC. 16, T. 19N. UE. M.D. RICE SOT 18 17 T4- �13 co .62Ac 21Act .21Acf .21Act J16 .56Ac i 1 ^ll Vim_ .. l <�, ' C•L^ i F. t 4 N i .o. ! 10, 4 .53Act TOWN OF RXN ALE 6 ALO.R 53 m UOT 163 180 180 15 WT 150 t"J3 .21 ACt .21 ACt 10� I ; . _8Ac: v I 6 I 1 e� F 1 1 420 411 4_72 r r 423 :24 475 t 1 , e j i i 1 I .29. U1 , .57. ACS r .57Act ! tI RS ;90— . , `_�Ys i .503 5u :04 199 #og 190-3QAc$ RS .30Ac RICE SOT 18 17 T4- �13 co .62Ac 21Act .21Acf .21Act J16 .56Ac i 1 ^ll Vim_ .. l <�, ' C•L^ i F. t 4 N i .o. ! 10, 4 .53Act TOWN OF RXN ALE 6 ALO.R 53 m UOT 163 _ 1 15 4:? i 496f 4' -•14 t"J3 �j .25Act ; . _8Ac: v I 7A 1 e� _ 15 (MAIN) t"J3 0 .24Act I v I � ,12 �' _ fJ .29Act .29. U1 , _ 15 14 i t"J3 .19Aci .24Act I An 7; t 16 BROADWAY a• Champion. Home Builders Co. Manufactured Home Setup and Installation Manual (Wei 94- ., � � �� '�4':.,^�'+sU�1 "M �..—� , ' x � `may'• � � ^".�� . 40 MANUFACTURED HOME INSTALLATION MANUAL CONTENTS 1 - Introduction 1 1.1 'How to use this manual 1 1.2 Pre -installation considerations 1 1.3 Safety 1 1.4 Important documents 2 1.5 Consumer Information Cards 2 2 - Definitions 3 3 - Site preparation 4 3.1 Location and layout 4 3.2 Soil conditions 4 3.3 Removal of organic. material 6 3.4 Drainage 6 3.5 Ground moisture control 6 4 - Foundations 7 4.1 Piers 7 4.2 Footings 9 4.3 Other foundations 15 4.4 Special considerations 15 4.5 Reference documents 15 5 - Installation procedures 20 5.1 Moving home to location 20 5.2 Positioning home 20 5.3 Interconnection of multi -section homes 22 5.4 Anchoring instructions 27 5.5 Skirting 36 6 - Installation of optional features 36 6.1 Hinged roofs 36 6.2 Garden, bay and accessory windows 36 6.3 Awnings and carports 36 6.4 - Installation of on-site attached structures 36 6.5 Accessory windows 37 6.6 Miscellaneous lights and fixtures 37 6.7 Optional panels, siding and molding 37 6.8 Exterior coverings 37 6.9 Telephone and, cable television 37 6.10 Continuous ridge vent 37 Page i 2M.a VEDERAL MANUFACTURRD Q 0 MOUSING CONSTRUCTION W G SAFETY STANDARDS ' 4 APR 2 12000 °C 23 � Q DAM Approval Stamp 7 — Preparation of appliances 42 7.1 Heating appliances 42 7.2 Clothes dryer vent 42 7.3 Comfort cooling systems 42 7.4 Chimneys and air inlets 43 7.5 Range, cook top and oven venting 44 8 — Utility system connection and testing 44 8.1 Proper procedures 44 8.2 Water supply 44 8.3 Drainage system 46 8.4 Gas supply 47 8.5 Heating oil systems 48 8.6 Electricity 49 9 — Final inspection 54 9.1 Water and drain systems 54 9.2 Appliance function and operation 54 9.3 Windows, doors and drawers I 54 9.4 Exit windows 54 9.5 Exterior siding and trim 54 9.6 Stack heads and vent pipe flashing on roof 54 9.7 Composition roof 54 9.8 Perimeter 54 9.9 Low -hanging trees or bushes 54 9.10 Exhaust fan operation and airflow 54 9.11 Bottom covering 54 9.12 Ground cover 54 9.13 Anchors and straps 54 9.14 Interior details 54 9.15 Retailer inspection 54 10 — Relocating the home 54 10.1 Relocation of the home 54 11 — Window and glass door protection 55 11.1 Wind protection 55 Page # 20M.w FEDERAL MANUFACTURED Q 0 HOUSING CONSTRUCTION 6�d V G SAFETY STANDARDS ' Q APR 2 1 2000 � a 2�06.3 Q DAPIA Approval Stamp I - Introduction 1.1 How to use this manual — Manufactured Homes are built in factories under rigorous controls and procedures. They are then shipped to a home site, perhaps after intermediate stops in the distribution process, where they are installed on a foundation and connected to the utilities. The marriage of the house to the land is the setup and the installation process and its importance must never be underestimated. If you are reading this, then you are probably somehow involved with the installation and setup process. If you are professionally responsible for overseeing or completing installation and setup of manufactured homes, then you are the person for whom we are writing and directing this manual. This is not intended to be either a training guide or a step-by- step "how to" instruction for the homeowner or the untrained, inexperienced apprentice or handy man. Today's manufactured housing is much too compli- cated of a product to be installed by person's not qualified to do so. We assume that as a professional, you have the necessary knowledge and skills gained from experience and training that will allow you to perform your job safely, competently, and in accor- dance with all applicable codes, standards, rules and regulations. We also assume that you meet all necessary qualification tests including any license and certification requirements that may be in effect in your area. The manual includes one approved method of installing a manufactured house. But of course there are numerous other ways in which a house can be properly installed and so much of the manual is dedicated to specifying the boundaries of each step of the process. There are several pages of charts and tables that are necessary to allow persons responsible for designing the foundation the flexibility to consider costs, terrain, climatic conditions, local requirements, and of course the intended end use of the product. In some cases in this manual, we make recommenda- tions rather than set requirements for installation. In general, a requirement is given in order to make the home comply with the minimum federal and local codes and standards. Recommendations, on the other hand, are practices that in the opinions of our engineers are good and sound; that give value to the homeowner by reducing the chance that minor cosmetic or durability related complaints might arise; but which even if not followed will not cause the home to be out of compliance with the standards. Although compliance with a recommended installation process is optional, in some cases you or whoever made the decision to not follow the recommendation may Page 1 2M.0. become responsible for any complaints that likely would not have arisen had the recommendation been followed. In many areas of the country, the state or local authorities regulate the installation and setup process, and often a local building inspector will need to inspect and approve the actual installation. Usually, the requirements they apply will be the requirements specified in this manual. You must be aware that in some cases, the local authority may demand compliance with a "recommendation", or in other instances, may waive a "requirement" if it is judged not necessary under the circumstances of that particular installation. In other instances, installation practices that are different than what is described in this manual may be acceptable to the jurisdictional authority as long as a licensed engineer or architect has approved them. In other words, there are situations where the professional judgement of you, the local authorities or outside consultants may justify variations in the installation specifications of this manual. We, of course, cannot be held responsible for the consequences of any errors in those judgements. Due to the many variations in the configurations of homes and in the sites and conditions, which may be encountered, there may be circumstances of the installation, which are not addressed herein. Refer to local building officials if uncertainties arise. 1.2 Pre -Installation Considerations — Refer to the Data Plate (see 1.4.1) and the design load zone maps (see 3.1.1) to make certain that the home is suitable for the geographic zone where a qualified installer will install it. Prior to locating or relocating the home, contact the local authority having jurisdiction over the 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 must be taken into consideration. 1.3 Safety — There are inherent hazards associated with the installation of a manufactured home. We expect that you or your supervisors, as experi- enced professionals, recognize these hazards, are qualified to work with them, and are capable of providing safe work practices and equipment that minimize the risks of injury. These hazards are open and obvious, especially to experienced and qualified persons who must be the only persons attempting to install or setup a manufactured home. Even though the hazards are open and obvious, we are nevertheless putting WARNINGS in places throughout this manual for the purpose of reminding you of the importance of safe work practices. WARNINGI Manufactured houses and sections of houses are large, heavy products and contain energized systems after they are connected to utilities. FAILURE TO COMPLY WITH MINIMUM SAFETY PRECAUTIONS MAY RESULT IN SERIOUS INJURY OR DEATH. • Never position yourself under a moving, heavy load without adequate safety bracing. Always comply with applicable safety requirements when working on ladders, rooftops, or other elevated surfaces. • Never work on an energized electrical or fuel supply system for which you are not qualified. Other, more specific WARNINGS are placed throughout this manual in various locations and have the following format: WARNINGI • Identification of Hazard • IDENTIFICATION OF HAZARDOUS RISK • Steps to Take to Minimize Risk Additionally, we are publishing NOTICES where we want to bring to your attention particular damage that can be caused to the house by failure to follow a specified practice. NOTICES look like this: NOTICE Statement of potential damage and specified practice. WARNINGS and NOTICES are published as reminders. As qualified professionals in the field of manufactured housing installation and setup, you are the experts and you must be aware of the hazards and conditions that you face. These published reminders are not intended to represent or identify all hazards, all potential hazards, or all possible consequences of improper or unsafe installation and setup practices. Page 2 2M.a 1.4 Important Documents — In addition to this Installation Manual, there are several documents that must be reviewed prior to the installation of this home: 1.4.1 Data Plate — The Data Plate is an impor- tant document located either at the main electrical panel, in the utility room, in a bedroom closet, or in a cabinet in the kitchen. The Data Plate provides various identification numbers for the home and identifies the wind zone, roof load zone and cli- matic zone for which the home was designed. Zone maps, included on the Data Plate and repro- duced in Figure 3.1, geographically identify the wind, roof load and climatic zones for the United States. This home shall not be located in or relo- cated to a zone, which has requirements exceed- ing those for which it was designed. Review the information on the Data Plate and the Zone Maps to determine that the home site location is within the acceptable boundaries. For clarification, the counties or parishes, and states in Wind Zones II and III have been listed. 1.4.2 Addendum — Supplemental addendum pages may be included with this manual. These addendum identify requirements for special fea- tures included in the home which are not covered in the manual, or which differ from details in the manual. 1.5 Consumer Information Card — The distributor or retailer of the manufactured home must fill out the consumer information card and return it to the home's manufacturer, so that the consumer may be notified of revised instructions, recalls or safety modifications. 2 - Definitions Anchoring equipment - straps, cables, turnbuckles, and chains, including tension devices, that are used with ties to secure a manufactured home to ground anchors. Anchoring system - a combination of ties, anchoring equipment, and ground anchors that will, when properly designed and installed, resist the wind overturning the home or moving it sideways. Authority having jurisdiction - the organization, office, or individual responsible for approving plans, equipment, an installation, or an alteration procedure. Data plate - an information sheet located at the main electrical panel, in the utility room, in a bedroom closet, or in a cabinet in the kitchen. It provides the various identification numbers and identifies the wind zone, roof snow load zone, and climatic zone for which the home was manufactured. Evaporative cooler - a roof or window mounted cooling device utilizing air drawn through water soaked panels. Used primarily in acid climates. Footing - that part of the support system that sits directly on the ground at, below, or partly below grade to support the piers. Ground anchor- a device placed at the manufactured home stand designed to transfer home anchoring loads to the ground. Information packet - the important papers provided with the home including appliance instructions, warranties, high wind covering sizes, etc. Labeled - equipment or materials to which has been attached a label, symbol, or other identifying mark of an organization that is acceptable to the authority having jurisdiction; that is concerned with product evaluation; that maintains periodic inspection of production of labeled equipment or materials; and that provides labels, the use of which indicates a manufacturer's compliance with appropriate standards or performance in a specified manner. Listed - equipment or materials included in a list that is published by an organization acceptable to the authority having jurisdiction; that is concerned with periodic evaluation; that maintains periodic inspection of production of listed equipment or materials; and that produces listings that state either that the equipment or materials meet appropriate standards or have been tested and found suitable for use in a specified manner. Page 3 2M.0/ Local building authority - county or city inspector from building department or zoning department. Whoever issues required permits in the area. See "authority having jurisdiction". Must- indicates a mandatory requirement N/A - indicates not applicable. 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 (See 4.1.2) 2. Manufactured concrete stands (See 4.1.2) 3. Concrete blocks (See 4.1.2) Qualifled - has the necessary knowledge and skills gained from experience and training that will allow performance of the job safely, competently, and in accordance with all applicable codes, standards, rules and regulations and meets all necessary qualification tests including any license and certification requirements that may be in effect in the area where the home will be installed. Should - indicates a recommendation or that which is advised but not required. Shall - indicates a mandatory requirement. Site for a manufactured home - a designated parcel of land designed for the accommodation of one manufactured home, its accessory buildings or structures, and accessory equipment, for the exclusive use of the occupants of the home. Skirting - a weather resistant material used to enclose the space from the bottom of the manufactured home to grade. Stabilizing system - all components of the anchoring and support systems, such as piers, footings, ties, anchoring equipment, ground anchors, or any other materials and methods of construction that support and secure the manufactured home to the ground. Stand, manufactured home - that area of a manufactured home site which has been reserved for the placement of a manufactured home. Support system - A combination of footings, piers, caps, and shims that will, when properly installed, support the manufactured home. Utility connections - the connection of the manufactured home to existing utilities that include, but are not limited to, electricity, water, sewer, gas, or fuel oil. 3 — Site preparation 3.1 Location and Layout 3.1.1 Use of zone maps — The home is designed for certain weather conditions and roof loads. See the zone maps included on the home Data Plate. Do not site or relocate the home in a zone requiring greater wind, roof load, or heating or cooling capabilities than those for which it was designed. However, it is safe to locate the home in an area with lower load requirements or less weather requirements. For example, a home designed for a roof load of 30 PSF may be sited in the 20 PSF load zone. 3.1.2 Access for transporter — Before attempting to move the home to the installation site, ensure that the transportation equipment and home can be routed to the installation site. Fill any holes or soft places in the access road. Remove any overhanging branches which are in the way (get approval first if they are not on the property), and have a qualified person raise any overhead wires that are in the way. Special transportation permits may be required from state, county, or city officials. 3.1.3 Encroachments and setback distances — Local laws regarding encroachments in streets, yards, and courts shall be obeyed, and permissible setback distances from property lines and public roads shall be met. 3.1.4 Issuance of permits — Ensure that all necessary local permits have been obtained and fees paid. 3.2 Soil Conditions TABLE 3.1 3.2.1 Requirements — A firm foundation is absolutely necessary before the home is blocked and leveled. If the site is on filled in soil, it must be compacted to at least 95% of its maximum relative density. If unsure of soil bearing capacity, confer with the local building authority for the recommended soil bearing capacity in the location. Installation on loose, uncompacted fill may void the home's limited warranty. 3.2.2 Bearing capacity — After completing any grading and filling, test the bearing capacity of the soil at the depth of the footings (refer to paragraph 3.2.3.) before designing the foundation. If the soil cannot be tested, but its type can be identified, use the foundation bearing pressures shown in Table 3.1 as a guide. If the soil cannot be identified, or if the soil appears to be composed of peat or uncompacted fill, consult a local geologist or a registered professional engineer for their analysis to determine the bearing capacity. 3.2.3 Soil bearing testing methods and equipment — Use a pocket penetrometer (available from engineering supply houses) or other methods acceptable to the local jurisdiction having authority. General Description of Soils Soil Type (Based on the Unified Classification System) Allowable Pressure (lbs. per sq. ft.) (No allowance made for overburden pressure, embankment depth, water table height, or settlement problems) Rock or Hard Pan 4,000 Sandy Gravel and Gravel 2,000 Sand, Silty Sand or Gravel, Clayey Sand or Gravel 1,500 Clay, Sandy Clay, Silty Clay, or Clayey Silt 1,000 Unconsolidated Fill Special Analysis Required Peat or Organic Clays Special Analysis Required NOTE: This table 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 code official Page 4 2M.04 Heating and Cooling Zone Map FIGURE 3.1 Roof Load Zone Map WIND ZONE Ill (110 MPH) The following local governments listed by State (counties or parishes, unles specified otherwise) are within Wind Zone 111: FLORIDA FL (cont'd) LA (cont'd) Broward Manatee Plaquemines Charlotte Monroe St. Bernard Collier Palm Beach St. Charles Dade Pinellas St. Mary Franklin Sarasota Terrebonne Gulf LOUISIANA NORTH CAROLINA Hendry Jefferson Carteret Lee LaFourche Dare Martin Orleans Hyde The following states and territories are within Wind Zone /it: State of Hawaii All Alaska coastal regions between the 90 mph isotach on ANSI/ASCE 7-88 wind map and the coast U.S. Territories: America Samoa Guam Northern Mariana Islands Puerto Rico Trust Territory of Pacific Islands U.S. Virgin Islands 20110.04 Wind Load Zone Map WIND ZONE 1(15 PSF) Consists of those areas of the United States and its territories that are not identified as in Wind Zone 11 or III. is home has not been designed for the gher wind pressure and anchoring ovisions required for ocean/coastal areas id should not be located within 1,500' of e coastline in Wind Zones II and III, unless e home and its anchoring and foundation stem have been designed for the oreased requirements specified for cposure D in ANSUASCE 7-88, WIND ZONE 1/ (100 MPH) The following local governments listed by state (counties or parishes, unless specified otherwise) are within Zone It: ALABAMA LA (cont'd) MA (cont'd) NC (cont'd) TX (cont'd) Baldwin Iberia Dukes Pander Kieberg Mobile Iberville Nantucket Perquimans Matagorda FLORIDA Jefferson Davis Plymouth Tyrrell Nueces II counties except Nose LaFayette MISSISSIPPI Washington Orange Identified as being within Livingston George SOUTH CAROLINA Refugio Wind Zone III Pointe Coupes Hancock Beaufort San Patricio GEORGIA St. Helena Harrison Berkeley Willacy Bryan St. James Jackson Charleston VIRGINIA Camden St. John the Baptist Pearl River Colleton The Cities of: Chatham St. Landry Stone Dorchester Chesapeake Glynn St. Martin NORTH CAROLINA Georgetown Norfolk Liberty St. Tammany Beaufort Horry Portsmouth McIntosh Tangipahoa Brunswick Jasper Princess Anne LOUISIANA Vermillion Candem Williamsburg Virginia Beach Acadia Washington Chowan TEXAS Allen West Baton Rouge Columbus Aransas Ascension West Felieiana Craven Brazoria Assumption MAINE Curituck Calhoun Calcasieu Hancock Jones Cameron Cameron Washington New Hanover Chambers East Baton Rouge MASSACHUSETTS Onslow Galveston East Feliciana Barnstable Pamlico Jefferson Evangeline Bristol Pasquotank Kennedy Page 5 3.3 Removal of organic material — Removal of all decayable material, such as grass, roots, twigs, and wood scraps, from beneath the home is required in areas where footings are to be placed, to minimize settling of footings and insect damage. Remove shrubs and overhanging branches from the immediate vicinity of the home site to prevent windstorm damage. 3.4 Drainage 3.4.1 Purpose — Water must be directed away from the home. Proper drainage helps prevent water build-up under the home which, may cause settling of the foundation, dampness in the home, damage to the siding and bottom covering, buckling of the walls and floors, and problems with the operation of doors and windows. Damage caused by water build-up or ponding under the home is not covered by the warranty. NOTICE Inadequate drainage can cause structural .damage to the home. Proper drainage must be provided to prevent water build-up under the home. 3.4.2 Elimination of depressions — Grade the home site to permit water to drain from underneath the home. See Figure 3.2. 3.4.3 Drainage structures — Depending on the local landscape and local codes, ditches and culverts may be needed to drain surface runoff. If so, consult a registered professional engineer. 3.5 Ground moisture control FIGURE 3.2 3.5.1 Vapor retarder — A uniform 6 -mil polyethylene sheet material or equivalent vapor retarder material installed on the ground. surface beneath the home is recommended but not required. A vapor retarder will not correct poor drainage and when used should be in addition to proper drainage and grading. 3.5.2 Proper installation — When used, a vapor retarder should cover the entire area under the home with the sheeting overlapped at least 6 inches at all seams. It is not necessary that the vapor retarder be stretched tight. Where soil and frost -conditions permit placement of footings at grade level, place the sheeting directly beneath the footings. ELIMINATION OF WATER BENEATH THE HOME SINGLE - SECTION MULTI - SECTION SLOPE110 CROWN AND GRADE SI TE TO r AWAY FROM HOME. t-��r' DO NOT GRADE SITE SO THAT WATER COLLECTS BENEATH HOME. 2M.04 Page 6 4 - Foundations 4.1 Piers 4.1.1 Importance — Incorrect capacity or location of piers may cause structural damage (e.g. sagging floors, walls, and roofs, inoperative doors, etc.) which is not covered by warranty. NOTICE Some homes require both perimeter and frame footings and piers in order to safely support the home and prevent serious structural damage. Refer to the Data Plate and any addendum._ If the serial number contains a "P" or if perimeter blocking is specified then both perimeter and frame blocking must be installed. 4.1.2 Acceptable types — Piers may be concrete blocks, . capped and shimmed with wedges, or manufactured metal or concrete devices (see Figure 4.1). 4.1.3 Design requirements 4.1.3.1 Load -Bearing Capacity — The load that each pier must carry depends on factors such as the dimensions of the home, the roof load, the spacing of the piers, and the way the piers are used to support the home. See Tables 4.1A & B, and 4.2A & B for minimum pier capacities. These tables allow eaves up to 16 -inches for 12, 13 and 14 wide sections and eaves up to 12 -inches for 16 and 18 wide sections. Manufactured piers must be rated at least to these capacities, and locally constructed piers must be designed to transmit these loads safely (see 4.1.3.2). 4.1.3.2. Configuration — Figure 4.1 shows the recommended arrangement of concrete block piers constructed on site. Load bearing (not decorative) concrete blocks shall have nominal dimensions of at least 8 inches x 8 inches x 16 inches. They must be stacked with their hollow cells aligned vertically. When piers are constructed of blocks stacked side by side, every layer shall be at right angles to the previous one (see Figure 4.1). Cap hollow block piers as shown in Figure 4.1 to distribute the structural load evenly across them. Caps may be of solid masonry or wood. All caps shall be of the same length and width as the piers they rest upon. Avoid plywood, as it may lead to unwanted settling or movement. 2M.a Page 7 Use 4 -inch x 6 -inch hardwood shims 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 and drive them in tightly so they occupy no more than 1 inch of vertical space. When the space to be shimmed is more than 1 inch, up to 3 inches of dimension lumber may be used under the shims. See Figure 4. 1.) All piers must rest on footings that are placed on either undisturbed soil or compacted fill and are protected from the effects of ground frost heave. 4.1.3.3 Clearance under the home — A minimum clearance of 12 inches shall be maintained beneath the lowest member of the frame in the area of utility connections. No more than 25 percent of the frame shall be less than 12 inches above the ground and no part of the frame shall be in contact with the ground. Wood floor joists, including perimeter joists, shall be a minimum of 6 inches above the ground. Additionally, sufficient clearance shall be. maintained to allow interconnection of multi - section units and for proper installation of ground anchors at the required anchor strap angle. 4.1.4 Design 4.1.4.1 Piers up to 36 inches high — Piers up to 36 inches high may be constructed of single, open, or -closed -cell concrete blocks, 8 inches x 8 inches x 16 inches. Install them so that the long sides are at right angles to the supported I-beam and open cells are vertical. See Figure 4.1. Horizontal offsets shall not exceed 1/2 inch top to bottom. Mortar is not normally required. Manufactured, ,piers shall be listed and labeled for the required load capacity,. Adjustable risers of manufactured piers shall not extend more than 3 inches or beyond the limits specified by the pier manufacturer, whichever is less, when finally positioned. 4.1.4.2 Piers 36 to 80 inches high — Up to 25 percent of the piers may be more than 36 inches high but no pier may be more than 80 inches high. Construct all piers that will be over 36 inches high, and all corner piers that will be over three blocks high, out of double interlocked concrete blocks. See Figure 4.1. Mortar will not normally be required. Piers over 36 inches high must be spaced not more than 8 feet on center. Elevated Homes — When more than 25 percent of the required support piers will be over 36 inches high, or any pier will be more than 80 inches high, or any other criteria or combination of parameters of the installation are 4• FIGURE 4.1 TYPICAL FOOTING AND PIER INSTALLATION PIER 1 PIER 2 PIER 3 SINGLE BLOCKS MAX. HEIGHT IS 36 INCHES. (MAX. LOAD 8,000 LBS) FLOOR JOIST �- BEAM 3• MAX. OR P LISTING, WHICH IS LESS 10' MAX. PIER — HARD WOOD SHIMS )OD BLOCKING ME WIDTH AND NGTH AS CAP) DOUBLE INTERLOCKED BLOCKS MAX. HEIGHT IS 80 INCHES. IMAX. LOAD 18,000 LBS) PIER 4 PIER 5 IG FR STEEL OR CONCRETE MANUFACTURED PIER. (MAX. LOAD LISTED BY MANUFACTURER) FOOTING FOR FROST AREAS I FOUNDATION PERIMETER CENTERLINE FOOTING ABOVE GROUND STEEL OR CONCRETE MANUFACTURED PIERS - t A BEAM OF (2) SPF 63 2XBX24• IS TO1111=1111 1111=111 BE PLACED ON THE ADJUSTING SCREW AND SELECT MANUFACTURED PIER HEIGHTS SO THAT =111=1111=_ 1111=1111=1111=1111 1111=1i11 SHALL BARE ON (2) FLOOR JOISTS. THEIR ADJUSTABLE RISERS DONOT EXTEND 48. ON CENTER AND 10• FROM THE EDGE DO. NOT 2. PIERS ARE TO BE LOCATED NOT MORE THAN MORE THAN 3 INCHES WHEN AT THEIR MAXIMUM OF THE FLOOR. HEIGHT. 3. FOOTING SHALL BE SIZED FOR A PIER CAPACITY OF 2500 POUNDS. ALL CONCRETE BLOCKS SHALL BE ASTM C.90.GRADE N MIN. Page 8 2M.a u Professional Engineers Seal not specifically addressed by this manual, the foundation and stabilizing devices shall be designed by a qualified registered professional engineer or architect and the installation shall be approved by the authority having jurisdiction. 4.1.5 Location and spacing — The location and spacing of piers depends upon the size and weight of the home, the roof load zone, the type of construction (single or multi -section), and other factors such as the locations of the doors or other openings. Figures 4.3, 4.4 and 4.5 show the location of piers. Tables 4.1A, 4.113, 4.2A and 4.213 specify pier spacing requirements. 4.1.5.1 Sidewall piers. — Refer to Tables 4.2A and 4.26 for pier spacing for homes with both frame and perimeter piers. Refer to Tables 4.1A and 4.113 for pier spacing for "frame blocking only" homes. Homes also require perimeter piers on both sides of all sidewall openings greater than 4 feet (such as doors, sliding glass doors and recessed entries) and under porch posts. Sidewall piers shall be designed for half the values in Tables 4.113 and 4.26. Piers are not normally required for endwall openings: Additionally, to stabilize entry doors, place one perimeter pier or approved adjustable outrigger at the hinge side of each door opening in the sidewall except when a factory installed outrigger is within 8 -inches of hinge side of the door. A listed adjustable outrigger (e.g. Manufactured Housing Foundations Systems, Inc.) is acceptable when used with 10 -inch minimum I-beam, located within 24 -inches horizontally of a frame pier and installed per the outrigger manufacturer's installation instructions. Adjustable outriggers are not allowed for other pier applications. Remove adjustable outriggers prior to any home move. 4.1.5.2 Multi -section mate line piers. — Refer to Table 4.2A for pier spacing for homes with both frame and perimeter piers. Refer to Table 4.113 or 4.2B for pier loading requirements for openings in mate line for multi -section homes. 4.2.1 Acceptable types of footings 4.2.1.1 Concrete — Footings shall consist of precast or poured -in-place concrete pads, slabs or ribbons at least 4 inches thick with a 28 -day compressive strength of at least 3,000 -psi. Footings shall be no smaller than the minimum specified in Table 4.4 for the applicable load or the pier base, whichever is greater, and the effective load area of footings shall not extend 2M.w Page 9 beyond the pier by more than the thickness of the footing. When used in conjunction with anchoring systems, slabs and ribbons shall be designed by a registered professional engineer with knowledge of the anchorage requirements of 5.4, and shall be acceptable to the local authority having jurisdiction. 4.2.1.2 Pressure -treated wood_ — 2 x pressure -treated wood planks having 0.60 retention in accordance with AWPA C22 Standard, with the long dimensions of the second layer placed perpendicular to that of the first. Cut edges shall be painted or retreated. Tack wood layers to hold in place. See Figure 4.2.- 4.2.1.3 Pressure -treated plywood — See Table 4.3 for recommended pad sizes and thickness for use under manufactured home support piers. The recommendations are based on an 11-1/2 inch square metal support pier, or an- 8 -inch x 16 -inch concrete block pier. All recommendations are for soils with a bearing capacity of 1,000 pounds per square foot, upon which the maximum pier load is based. The plywood grade recommended for all pads PS1. Plywood beneath manufactured home piers must be pressure preservative treated. Pressure -preservative treatment provides protection against decay, development of mold growth, and common insect infestation. Plywood shall be certified by the treater as complying with the treating, drying retention, and penetration requirements of AWPB-FDN standards. Alternatively, plywood may be pressure -treated in accordance with American Wood Preservators Association (AWPA) standard no. C-9 with salt preservatives as required for soil contact exposure. 4.2.1.4 ABS Plastic Pads — Using the ABS footing pad manufacturers instructions, select ABS footing pads that are rated for the soil condition and applied pier loading. Install the footing pad according to the pad manufacturer's instructions. All footing pads must be on either undisturbed soil or compacted fill, with all vegetation removed, and footing pads must be below the frost line or otherwise protected from the effects of ground frost heave. 4.2.1.5 Other Materials — Other materials may be used when approved by local authorities if they provide equal load bearing capacity and resistance to decay. TYP. STEEL JACK PIER TYP. STEEL JACK PIER TYP. STEEL JACK PIER FIGURE 4.2 Treated Wood Footings Maximum Footing Capacities Piers shown are typical. Any approved pier can be used. FOOTING •1 SOIL CAPACITY FOOTING CAPACITY QUANTITY/SIZE GRADE/SPECIES 1 each 2X12X24 1 w2 SPF/DFL 1000 PSF 1875 Ib FOOTING •2 SOIL FOOTING CAPACITY CAPACITY QUANTITY/SIZE GRADE/SPECIES 4 each 2X10X18 1/2 •2 SPF/DFL 1000 PSF 23751b FOOTING •3 SOIL CAPACITY FOOTING CAPACITY QUANTITY/SIZE GRADE/SPECIES 3 each 2X12X24 02 SPF/DFL 1000 PSF 3750 Ib TYP. CONCRETE CONE PIER g44 I\\qt)m \ FOOTING 64 SOIL FOOTING QUANTITY/SIZE GRADE/SPECIES CAPACITY CAPACITY 6 each 2X6X18 1/2 •2 SPF/DFL 1000 PSF 1890 Ib TYP. CONCRETE BLOCK PIER FOOTING •5 SOIL CAPACITY FOOTING CAPACITY QUANTITY/SIZE GRADE/SPECIES 8 each 2X6X22 •2 SPF/DFL 1000 PSF 33601b Page 10 Professional Engineers Seal 4.2.2 Placement in freezing climates 4.2.2.1 Conventional Footings - To preclude the harmful effects of ground frost heave, footings must be below the frost line or otherwise protected from the effects of ground frost heave. Consult local authorities to determine the depth of the frost line. 4.2.2.2 Floating slab systems - When properly designed by a registered professional engineer with knowledge of the anchorage requirements of 5.4, and accepted by the local authority having jurisdiction, a "floating slab system" may be used above the frost line. The design must accommodate the anchorage requirements identified in 5.4. TABLE 4.1A 4.2.2.3 Insulated foundations - Interior 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 acceptable for this purpose to the authority having jurisdiction. Insulation systems must comply with the requirement to cross - ventilate the entire space under the home. Refer to 5.6. 4.2.3 Proper sizing of footings - Proper sizing of footings depends upon the load -carrying capacity of both the piers and the soil. Determine the pier loads from Table 4.1A & B or 4.2A & B and select an adequately sized footing from Table 4.3, 4.4 and Figure 4.2. Page 11 2000.0 1 Professional Engineers Seal MINIMUM PIER LOADS FRAME BLOCKING ONLY Perimeter Support Not Required Except at Openings IF CONDITIONS CANNOT BE FOUND IN THIS TABLE YOU MUST USE TABLES 4.2A & B Minimum Pier Capacity - Lbs. ROOF SECTION LIVE WIDTH LOAD Maximum Pier Spacing - Feet PSF 12 20 2,300 2,900 3,400 4,000 4,600 5,200 (a) 5,700 (a) 6,300 (b) 30 2,600 3,200 3,900 4,500 5,200 5,800 (a) 6,500 (a) 7,100 (b) 40 2,900 3,600 4,300 5,000 5,700 6,500 (a) 7,200 (b) 7,900 (b) 13 20 2,500 3,100 3,800 4,4.00 5,000 5,600 (a) 6,300 (a) 6,900 (b) 30 2,800 3,500 4,200 4,900 5,600 6,300 (a) 7,000 (b) 7,700 (b) 40 3,100 3,900 4,700 5,500 6,300 7,000 (a) 7,800 (b) 8,600 (b) 14 20 2,700 3,300 4,000 4,600 5,300 6,000 (a) 6,600 (b) 7,300 (b) 30 3,000 3,700 4,500 5,200 6,000 6,700 (a) 7,500 (b) 8,200 (b) 40 3,300 4,100 5,000 5,800 6,600 (a) 7,400 (a) 8,300 (b) 9,100 (b) 16 20 2,900 3,600 4,400 5,100 5,800 6,500 (a) 7,300 (b) 8,000 (b) 30 3,300 4,100 4,900 5,700 6,500 (a) 7,300 (b) 8,200 (b) 9,000 (b) 40 3,600 4,500 5,400 6,300 7,200 (a) 8,100 (b) 9,000 (b) 9,900 (b) 18 20 3,300 4,100 4,900 5,700 6,500 (a) 7,400 (b) 8,200 (b) 9,000 (b) 30 3,700 1 4,600 5,500J 6,400 7,300 (a) 8,200 (b) 9,200 (b) 10,100 (b) (a) - Minimum 10 inch High Main Frame I -Beam (b) - Minimum 12 inch High Main Frame I -Beam 1. Blocking shall be located each side of openings in perimeter and marriage walls over 4 ft. (see tables 4.1 B or 4.213). 2. Perimeter support recommended for gypsum board tape and texture homes. Page 11 2000.0 1 Professional Engineers Seal TABLE 4.1 B Page 12 2000.04 I Professional Engineers Seal MINIMUM PIER LOADS MULTI -SECTION MATE LINE BLOCKING Sidewall Opening Pier Capacity is 1/2 the Load Shown. For Frame Blocking Only Perimeter Support Not Required Except Openings -at Minimum Pier Capacity - Lbs. ROOF SECTION LIVE WIDTH LOAD Mating Wall Opening - Feet FT PSF 5 10 15 20 25 30 35 30 1,500 2,900 4,400 5,800 7,300 8,700 10,200 40 .1,800 3,600 5,400 7,300 9,100 10,900 12,700 60 2,500 5,100 7,600 10,200 12,700 15,200 N/A .80 3,300 6,500 9,800 13,100 N/A N/A N/A 13 20 1,200 2,400 3,500 4,700 5,900 7,100 8,200 30 1,600 3,100 4,700 6,300 7,800 9,400 -11,000 40 2,000 3,900 5,900 7,800 9,800 11,800 13,700 60 2,700 5,500 8,200 11,000 13,700. N/A N/A 80 3,500 7,100 10,600 14,100 IN/A N/A N/A 14 20 1,200 2,500 3,700 5.000 6,200 7,400 8,700 6.600 30 1,700 3,300 5,000 8,300 9,900 11,600 11,600 40 60 2,100 2,900 4,100 5,800 6,200 8,700 10,300 14,400 12,400 N/A 14,400 N/A 80 3,700 7,400 11,100 14,900 N/A N/A N/A 16 20 1,300 2,600 3,900 5,300 6,600 7,900 9,200 30 1,800 3,500 5,300 7,000 8,800 10,500 12,300 40 2,200 4,400 6,600 8,800 10,900 13,100 15,300 18 20 1,500 2,900 4,400 5,900 7,300 8,800 10,200 30 2,000 3,900 5,900 7,800 9,800 11,700 13,700 40 2,400 .4,900 7,300 9,800 12,200 14,600 N/A EXAMPLE: 14 -foot section width 30-psf roof live load 18- foot mating wall opening Follow down the "section width" column to "14 feet'; follow across to "30 psf' in the "Roof Live Load" column. Since the opening is 18 feet wide, follow across to the "20 foot" column (for any opening width that is not shown, use the next highest number on the chart). The required pier capacity is 6600 pounds. For piers supporting two adjacent openings, the capacity shall be the sum of the capacities from each span. Page 12 2000.04 I Professional Engineers Seal TABLE 4.2A MINIMUM PIER LOADS FRAME PLUS PERIMETER BLOCKING Both Frame and Perimeter Blocking Required Minimum Pier Capacity - Lbs. ROOF SECTION LIVE WIDTH LOAD Maximum Pier Spacing - Feet PSF 12 20 FRAME 1,300 1,600 2,000 2,300 2,600 3,300 3,900 4,600 PERIMETER 1,000 1.200 1.500 1,700 000 N/ N/A N/A 30 FRAME 1,300 1,600 2,000 2,300 2,600 3,300 3,900 4,600 PERIMETER 1,300 1,600 1 900 2,200 2,600 N/A N/A N/A 40 FRAME 1,300 1,600 2,000 2,300 2,600 3,300 3,900. 4,600 PERIMETER 1.600 2,000 2.400 2,700 3.100 N/A N/A N/A 60 FRAME 1,300 1,600 2,000 2,300 2,600 3,300 3,900 4,600 PERIMETER 2.100 2.700 3.200 3.800 4.300 N/A N/A N/A 80 FRAME 1,300 1,600t10 2,300 2,600 3,300 3,900 4,600 PERIMETER 13 20 FRAME 1,400 1,800 2,500 2,900 3,600 4,300 5,000 PERIMETER 00 1,300 1,900 2.100 N/ N/ /A 30 FRAME 1,400 1,800 2,500 2,900 3,600 4,300 5,000 PERIMETER 1 400 1,700 2.400 2.800 N/A N/A N/A 40 FRAME 1,400 1,800 2,500 2,900 3,600 4,300 5,000 PERIMETER 1.700 2.100 3.000 3.400 N/A N/A N/A 60 FRAME 1,400 1,800 2,500 2,900 3,600 4,300 5,000 PERIMETER 300 9004 100 600 N /A /A 80 FRAME 1,400 1,800 2,500 2,900 3,600 4,300 5,000 PERIMETER 14 20 FRAME 1,500 1,900 2,300 2,700 3,000 3,800 4,600 N/ PERIMETER 1.100 1.400 1 1,700 2,000 2,300 N/A N/A N/A 30 FRAME 1,500 1,900 2,300 2,700 3,000 3,800 4,600 N/A PERIMETER 1,500 1,800 2.200 2.600 2.900 N/A N/A N/A 40 FRAME 1,500 1,900 2,300 2,700 3,000 3,800 4,600 N/A PERIMETER 1,800 2,200 2,700 3,100 3,600 N/ N/A N/ 60 FRAME 1,500 1,900 2,300 2,700 3,000 3,800 4,600 N/A PERIMETER 2.400 3.100. 3,700 4,300 4,900 N/ / N/A 80 FRAME 1,500 1,900 2,300 2,700 3,000 3,800 4,600 N/A PERIMETER 16 20 FRAME 1,700 2,100 2,600 3,000 3,400 4,300 5,100 N/A PERIMETER 1,200 1,500 1.800 2.100 2,400 N/A N/A N/ 30 FRAME 1,700 2,100 2,600 3,000 3,400 4,300 5,100 N/A PERIMETER 1.600 1.900 2,300 2,700 3,100 N/A N/A N/ 40 FRAME 1,700 2,100 2,600 3,000 3,400 4,300 5,100 N/A PERIMETER 18 20 FRAME 1,900 2,400 2,900 3,400 3,900 4,800 5,800 /A PERIMETER 1,300 1,700 2,000 2,400 2,700 N/ / N/ 30 FRAME 1,900 2,400 2,900 3,400 3,900 4,800 5,800 N/A PERIMETER 1 00 1 2,200 2,600 3,000 3,500 N/A N/ I N/ r-40- FRAME 1,900 1 2,400 2,900 3,400 3,900 4,800 5,800 N/A PERIMETER 1. Mate line pier blocking capacity is 2 x perimeter pier capacity and shall not exceed 4 ft. spacing. 2. Blocking shall be located each side of openings in perimeter and marriage walls over 4 f<. (see tables 4.1 B or 4.2B). 3. Perimeter support recommended for gypsum board tape and texture homes. Page 13 2000.04 Professional Engineers seal TABLE 4.2B Page 14 Professional Engineers Seal MINIMUM PIER LOADS MULTI -SECTION MATE LINE BLOCKING Sidewall Opening Pier Capacity is 1/2 the Load Shown. Both Frame and Perimeter Blocking Required Minimum Peir Capacity - Lbs. ROOF SECTION LIVE WIDTH LOAD Mating Wall Opening - Feet PSF 5 10 15 20 25 30 35 30 , 3,800 5,200 6,700 8,100 9,600 11,000 9,4W- 12,500 40 4,700 . 6,500 8,300 10,200 12,000 13,800 15,600 60 6,600 9,100 11,700 14,200 N/A N/A N/A 80 8,500 11,700 15,000 N/A N/A N/A N/A 13 20 3,100 4,200 5,400 6,600 7,800 8,900 10,100 30 4,100 5,600 7,200 8,800 10,300 11,900 13,500 40 5,100 7,100. 9,000 11,000 12,900 14,900 N/A 60 7,100 9,900 12,600 15,400 N/A N/A N/A 80 9,200 12,700 16,200 N/A I N/A N/A N/A 14 20 3,200 4,500 .5,700 6 900 8,200 9,400 10,600 30 4,300 5,900 7,600 10,900 12,500 14,200 16,200 40 60 5,400 7,500 7,400 10,400 9,500 13,300 13,600 N/A 15,700 N/A N/A N/A 80- 9,700 13,400 17,100 N/A N/A N/A N/A 16 20 3,400 4,700 6,000 7,400 8,700 10,000 11,300 .30 4,600 6;300 8,100 9,800 11,600 13,300 15,100 40 5,700 7,900 10,100 12,300 14,400 N/A N/A 18 20 3,800 5,300 6,700 8,200 9,700 1;100 12,600 30 5,100 7,000 9,000 10,900 12,900 14,800 N/A 40 6,300 8,800 11,200 13,700 N/A N/A N/A EXAMPLE: 14 -foot section width 30-psf roof live load 18- foot mating wall opening Follow down the "section width" column to "14 feet'; follow across to "30 psf' in the "Roof Live Load" column. Since the opening is 18 feet wide, follow across to the "20 foot" column (for any opening width that is not shown, use the next highest number on the chart). The required pier capacity is 9200 pounds. For piers supporting two adjacent openings, the capacity shall e the sum of the capacities from each span. Page 14 Professional Engineers Seal 4.3 Other foundations — Check local building codes and regulations when siting the home on a basement, crawl space or load-bearing perimeter foundation. A registered professional engineer's design may be required. The manufacturing facility may provide foundation designs that meet many local codes. Useful ideas and design guidelines may also be found in reference publications such as those listed in 4.5. 4.4 Special Considerations (Also see 5.4.2 and 5.4.3.) 4.4.1 Flood -prone areas — The manufacturer does not recommend siting a home in river or coastal flood -prone areas. Special local regulations or flood insurance provisions may apply. Special elevation and anchoring techniques are required when locating in a flood -prone area. Consult a qualified registered professional engineer to make sure that the home design and construction conform to applicable federal, state and local codes and regulations. The FEMA publication listed in 4.5 contains design and construction recommendations. 4.4.2 Severe wind areas — Do not place the home in a wind zone more severe than the one identified on the data plate located in the home. The home for which these instructions are intended, and these installation instructions, are not applicable to and shall not be used for installation of homes within 1,500 feet of the coast line in Wind Zone II and Wind Zone III. Installations within 1,500 feet of the coastline shall be designed by a qualified registered professional engineer with knowledge of TABLE 4.3 the home construction and wind zone requirements and shall be accepted by the local authority having jurisdiction. 4.4.3 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. If the plans for these piers and footings are not provided with the home, a registered professional engineer or architect must design them. Check with the local authority having jurisdiction. Extreme snow loads often require a separate Ramada design for the snow load. 4.5 Reference Documents The following reference documents are identified for informational purposes only. They are not part of the requirements of this manual. 4.5.1 ANSUNCSBCS A225.1-1987: "Manufactured Home Installations", NCSBCS, 505 Huntmar Park Dr., Hemdon, VA 22070, (707) 437- 0100 4.5.2 ANSI/ASCE 7-88: "Minimum Design Loads for Buildings and other Structures", ASCE, 345 East 471h St., New York, NY 10017-2398 4.5.3 FEMA 85: "Manufactured Home Installation in Flood Hazard Areas", FEMA, Washington, DC 20472 (202) 646-2708, September 1985. 4.5.4 HUD Handbook 4930.3 (1989): "Permanent Foundations Guide for Manufactured Housing", HUD, 415 7' St., SW Washington, DC 20410 4.5.5 "All -Weather Wood Foundation Systems Manual": National Forest Products Association, 1619 Massachusetts Ave., NW Washington, DC 20036, June 1976 PLYWOOD PIER/PAD SIZE MINIMUM PLYWOOD MAXIMUM PIER PLYWOOD THICKNESS LOAD PAD SIZE METAL CONCRETE FOR 1000 INCHES STANDS BLOCKS PSF SOIL 16 X 16 1/2 inch 1 inch 1780 pounds 16 X 19.2 5/8 inch 1 1/8 inches 2130 pounds 24 X 24 1 1/8 inches 1 1/4 inches 4000 pounds NOTES: 1. Face grain may be either direction relative to the pad or pier dimension. 2. Plywood thickness is for a metal stand with 11-1/2 inch square base, or a concrete block with an 8 -inch x16 inch base. Thickness of one inch or more may be fabricated from two layers of plywood, stacked with or without fastening. Page 15 2M.w 4.5.6 "Frost -Free Shallow Foundation Design Guidelines": Energy Design Update, March 1988 4.5.7 "Building Foundation Design Guidebook": Document No. DE 88013350, National Technical Information Service, 5285 Port Royal Road, Springfield, VA 22161 TABLE 4.4 Page 16 2000.04 Professional Engineers Seal MINIMUM FOOTING SIZE IN SQUARE INCHES PIER FOR SOIL CAPACITY IN POUNDS PER SQUARE FOOT PSF LOADS 1000 1500 2000 300U 40W— PSF PSF PSF PSF PSF (POUNDS) SQ. IN. SQ. IN. SQ. IN. SQ. IN. SQ. IN. 1,000 144 128' 128 128 128 1,500 216 144 128 128 128 288 192 144 128 128 3,000 432 288 216 144 128 7- 4,000 576 384 288- 192 144 DO 720 480 360 240 180 864 576 432 288 216 7,000 1,008 672 504 336 252 1,152 768 576 384 288 9,000 1,296 864 648 432 324 1,440 960 720 480 360 11,000 1,584 1,056 792 528 396 1,728 1,152 864 I 576 432 1 00 1,872 1,248 936 1 624 468 14,000 2,016 1,344 1,008 1 672 504 2,160 1,440 1.080 1 720 540 Pier dimension Maximum effective footing extension beyond the edge of the pier is TYPICAL FOOTINGS equal to the footing thickness - See 4.2.1.1 Size Sq. In. �( 8 x 16 128 12 x 12 144 16 x 16 256 20 x 20 400 24 x 24 576 4" Minimum 24 x 30 720 le footing thickness 30 x 30 900 noting dimension 30 x 36 1080 width or length 36 x 36 1296 36 x 48 1728 length 48 x 48 2304 (� width Footing size (sq -in) = width x length j� Example = 8 x 16 = 128 sq. in. Page 16 2000.04 Professional Engineers Seal FIGURE 4.3 TYPICAL PIER LOCATIONS TYPIrAI TIC nnWM GTDAD BLOCKS FOR OPENING IN SIDEWALL REFER TO 4.1.5.1 NOTES FOR OFF—SET DESIGN 1. ROOF OF OFF—SET SECTION MUST HAVE CENTER PEAK. 2. MAX. OFFSET WITHOUT CENTER PEAK IS 4' IN WIND ZONE I ONLY. 3. ALL OTHER OFF SETS NEED SET—UP ADDENDUM. 4. OFF—SET SHOULD BE TIED DOWN AND BLOCKED AS .A SINGLE SECTION FOR THAT PORTION OF THE HOME. ALSO BLOCKING SHALL BE PLACED AT THE INSIDE CORNERS WHERE FLOORS JOIN. FRAME OR FRAME PLUS PERIMETER BLOCKING SEE SUPPORT TABLE TYPICAL TIE DOWN STRAP 2 PERIMETER BLOCKS FRAME BLOCKS PERIMETER BLOCKS FOR OPENING IN SIDEWALL REFER TO 4.1.5.1 SINGLE— SECTION FRAME OR FRAME PLUS PERIMETER BLOCKING SEE SUPPORT TABLE Page 17 I 200a.04 Professional Engineers Seal ® FRAME SUPPORT :RIMETER BLOCKS ❑ PERIMETER SUPPORT (IF USED) ® MATE LINE OPENING SUPPORT FRAME BLOCKS O SIDEWALL OPENING PERIMETER BLOCK WHEN SECTIONS ARE OFFSET AS SHOWN LINE BLOCKS BLOCKS BLOCKS FOR OPENING IN SIDEWALL REFER TO 4.1.5.1 NOTES FOR OFF—SET DESIGN 1. ROOF OF OFF—SET SECTION MUST HAVE CENTER PEAK. 2. MAX. OFFSET WITHOUT CENTER PEAK IS 4' IN WIND ZONE I ONLY. 3. ALL OTHER OFF SETS NEED SET—UP ADDENDUM. 4. OFF—SET SHOULD BE TIED DOWN AND BLOCKED AS .A SINGLE SECTION FOR THAT PORTION OF THE HOME. ALSO BLOCKING SHALL BE PLACED AT THE INSIDE CORNERS WHERE FLOORS JOIN. FRAME OR FRAME PLUS PERIMETER BLOCKING SEE SUPPORT TABLE TYPICAL TIE DOWN STRAP 2 PERIMETER BLOCKS FRAME BLOCKS PERIMETER BLOCKS FOR OPENING IN SIDEWALL REFER TO 4.1.5.1 SINGLE— SECTION FRAME OR FRAME PLUS PERIMETER BLOCKING SEE SUPPORT TABLE Page 17 I 200a.04 Professional Engineers Seal FIGURE 4.4 TYPICAL PIER LOCATIONS TYPICAI TIF r1OWN STROP UNDERLAYMENT—_ _ ROOF CEMENT AETER BLOCKS ® FRAME SUPPORT PERIMETER SUPPORT (IF USED) ?AME BLOCKS ® MATE LINE OPENING SUPPORT O SIDEWALL OPENING MATE LINE BLOCKS NOTES: 1) FOR TIE DOWN STRAP SPACING OF RAME BLOCKS FULL TRIPLE WIDE USE DOUBLE WIDE CHART 5.2A. 2) WIND ZONE I ONLY. CENTER BEAM BLOCKS RAME BLOCKS AETER BLOCK 'ENING IN SIDEWALL REFER TO 4.1.5.1 LONGITUDINAL TIE—DOWN STRAPS ARE REQUIRED AT THE FRONT AND REAR OF FULL TRIPLE WIDE HOMES IN ALL WIND ZONES. REFER TO 5.4.1.3 AND FIGURE 5.12. USE SWIVEL BRACKETS TO PREVENT ANGULAR STRESS ON THE STRAPS. "B" UNIT AFTER ALL UNITS HAVE BEEN SET. 16" MIN. STRIP OF APA ROOF "A" and "C" —APPLY ROOF CEMENT, ROLL OUT 30" MIN. SHEATHING ATTACHED A FIELD UNIT WIDE 15#FEL1fHEN INSTALL SHINGLES AFTER HOME IS LAGGED TOGETHER (LAP ROOF UNDERLAYMENT 6" MIN.) WITH 15 GA. STAPLES AT 6" O.C. DETAIL SHINGLES (ON SITE) FRAME OR FRAME PLUS PERIMETER BLOCKING SEE SUPPORT TABLE 8 x 5' LAG WS AT 32" ((8 x 4" TOE SCREWS UN 45 DEGREE ANGLE AT 12" O.C. AT ENDWALLS. "A" and "C" UNIT "B" UNIT 3/8" x 4" LAG SCREWS ON 45 DEGREE ANGLE AT 327 O.C. STAGGERED SECTION ' MODULE CONNECTION Page 18 Professional Engineers Seal m REQUIRED PERIMETER BLOCKS (FRONT AND qI0 x 5" WOOD SCREWS TOE SCREWED 12" O.C. ALONG "B UNIT DORMER 2 1/2" 45 DEGR ES�� C" SHEATHED FIGURE 4.5 TYPICAL PIER LOCATIONS PERIMETER BLOCKS ® FRAME SUPPORT ❑ PERIMETER SUPPORT (IF USED) FRAME BLOCKS ®MATE LINE OPENING SUPPORT PERIMETER BLOCK MATE-WAL WHEN SECTIONS ARE Q SIDEWALL OPENING OFFSET AS SHOWN OPENING MATE LINE BLOCKS FRAME BLOCKS SEE FIGURE 4.3 FOR OFF=SET DESIGN NOTES. PERIMETER BLOCKS FRAME BLOCKS NOTE: 1) FOR TIE DOWN STRAP SPACING OF MATE LINE BLOCKS (SEE NOTE 1.) TAG SECTION USE DOUBLE WIDE FRAME BLOCKS BELOW CHART 5.2A. FOR OPENING IN SIDEWALL REFER TO 4.1.5.1 IN -PLANT VALLEY FLASHING DECKING B" UNI FIRE BLOCKING k8x 4" TOEE ISCREWS 2 x 6 NAIL OAT Z� �EGCEE ANGLE FOR ON SI1 CONNECTION E EpI CC' UNIT "B" UNIT FIGFURE T5.4-� SECTION AT MODULE C CONNECTION #10 x 5-1/2" SCREW @ 12" O.C. 1-1/2" 4:117. wi � NLAM t � M/1/ -15# FELT TO FINISH VALLEY, PLACE 36" WIDE 50y C" UNIT MIN. ROLLED ROOFING 6' MIN. UNDER IN -PLANT VALLEY FLASHING TO END OF EAVE. OVERLAP 15y FELT 6" MIN. OVER 50y ROLLED ROOFING. THEN REPLACE SHINGLES THAT WERE REMOVED. ROOF DECKING "C' UNIT 8" UNIT 15 FELT CUT AFTER SHINGLESUNIT FROMABOTHEEB' SAND "CT. TS' APPLY ROOF CEMENT, ROLL OUT 12" MIN. WIDE 15 FELT, THEN REPLACE SHINGLES THAT WERE REMOVED. DETAIL ROOF CONNECTION (ON SITE) NOTES FOR TAG SECTION: 1. WITH THE THIRD SECTION OF THE TRIPLE WIDE POSITIONED NEXT TO THE MAIN UNIT, INSTALL FOOTINGS AND PIERS AT THE I -BEAMS AND PERIMETER AS SHOWN FOR THE APPROPRIATE WIDTH DOUBLE WIDE HALF. MULTI -SECTION CENTER BEAM SUPPORT LOCATIONS ARE MARKED ON THE BOTTOM OF THE HOME. PIER CAPACITY FOR THESE LOCATIONS CAN BE FROM TABLE 4.3 USING THE WIDTH OF THE THIRD SECTION AS THE DISTANCE TO THE NEXT SUPPORT. 2. a. THE EAVE OF THE DORMER IS TO BE SCREWED DOWN THROUGH THE 1-1/2" MAX. EDGE FRAMING MEMBER UNDER THE SHINGLE, INTO THE TOP CHORD OF THE TAG TRUSS WITH A @10 x 5-1/2" SCREW AT 12" D.C. A 12" LONG 2X SPACER IS TO BE TIGHTLY FIT BETWEEN THE DORMER AND THE TAG DECK AND THE SCREW IS TO PASS THROUGH THE CENTER OF THE SPACER. (AS SHOWN) b. BEND THE VERTICAL FLANGES OF THE STEP FLASHING UP AND FASTEN AT THE TOP TO THE DORMER FRAMING. THE FASCIA TRIM IS TO BE SLID UNDER THE METAL DRIP EDGE AND SECURED. 3. IF THE TAG IS DESIGNED FOR WIND ZONES II OR III, A SEPARATE SET-UP 7/16" DECKING ADDENDUM IS REQUIRED. OPT. UNDER EAVE ROOF CONNECTION SEE NOTE 2. TAG SECTIO MULTI -SECTION (TAG TRIPLE WIDE) Professional Engineers Seal Page 19 2M.0 5 — Installation procedures 5.1 Moving home to location — Make sure the following items are completed before placing the home: • The home is designed for the geographic zone where it will be installed (see 1.2). • The site is properly prepared (see 3) • All footing and concrete work necessary to set the home is finished, and the required structural capabilities have been achieved. • 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. WARNINGI Homes weigh several tons and can fall off jacks during installation. FAILURE TO USE SUPPORT BLOCKING MAY RESULT IN SERIOUS INJURY OR DEATH. Never allow anyone under the home unless blocking is in place, which will safely support the weight of the home. 5.2 Positioning home — When placing the home, mark the comers of the home, and lay out footings and support devices close to where they will be used. Then, move the home or first section of the home into the desired location. Work safely whenever under, in, or around a home that is being set. NOTICE Foundations that are not level can cause structural damage to the home. All the piers shall be leveled before the home is lowered. This allows the weight of the home to be evenly distributed on all the piers. 2M.w 5.2.1 Leveling and blocking — To prevent tipping or settling, use a firm support under jacks. Place minimum 12 -ton rated jacks under the I-beam in front of and behind the axle assembly. Also place one 12 -ton jack at least every 20 feet along the remainder of the I-beam. All jacks shall be resting on firm, stable wooden supports. Jack only on the main chassis I-beam. Locate the jacks directly under the vertical web of the (- beam. Do not jack on the seam of a twin I-beam. Use a large 3/8 -inch thick steel plate, C -channel or other equivalent plate between the main chassis I-beam and the jack head to distribute the load (see Figure 5.1). Use jacks only for raising the home. Do not rely on the jacks to support the home. Proceed as follows. Page 20 Remove the close-up material from areas in which sections will be joined. Be careful not to damage adjacent paneling or siding. Drive flush or remove all protruding nails or staples along the mating surfaces. Anything sticking out could hold the sections apart. Do not remove the shipping braces at this time. If the home has a hinged roof, refer to 6.1. It is very important that safety support timbers are installed under the home that will support the weight of the home (see Figure 5.1) and that they follow the home up as it becomes higher off the ground. Only one side shall be jacked at a time so that the other side is always supported and stable. Build the support blocking roughly level under one side of the home and use them to support the home while you raise the other side. Be especially aware of external forces such as the. potential for a sudden gust of wind or failure of a jack, and be sure the safety supports will hold if needed. Uniformly raise the home to slightly above where you want to set your piers. Care shall be taken not to cause the home to lean too much to one side with the jacks. When it is necessary to raise the sides of a home up in steps, never jack one beam more than 6 -inches above or below the other. The home shall be in very nearly a level position end to end as the lifting process proceeds. Place the piers at the required locations. All piers shall be built squarely and solidly with no defects in the blocks and conform to Figure 4.1. Be sure the tops of the piers are capped and cushioned with wedge shims in pairs to form a level surface and tight fit. Adjust all pier heights using leveling procedure per 5.2.1.1. Additional support is required under doors and heavy furniture per 4.1.5.1, and failure to install it may void the warranty. Place all required supports under doors and any openings over 4 feet wide in exterior wall. When the home is raised an inch or two over the desired final leveling point, use the water level to level all the piers on one side of the home. Keep in mind that the water level will be setting the tops of the piers at the point you wish the bottom of the main beam to be. Special bracing (e.g. flat iron on bottom of I-beam) must be compensated for by lowering the appropriate piers exactly the thickness of that bracing. • Lower the home onto the piers. Lower one side of the home on to the pre -leveled piers and repeat the procedure on the other beam. Check the soundness of all piers and adjust as required to assure the normal operation of all windows and doors. If any difficulties are found with the operation of any doors or windows a check shall be made in that area with the water level. If the home is found to be level and properly supported then the window or door shall be refitted to the home. • Remove the safety supports. 5.2.1.1 Leveling — To level the home, use a water level, transit level, or 6 -foot carpenter level. One configuration of a water level consists of 100 feet of 3/8 inch clear plastic tubing with a shut-off valve at one end and the other end connected near the bottom of a plastic container that is filled with colored water and has a removable cap (e.g. cork). The water in the tubing will always be level with the water in the container if the shut-off valve is open, air bubbles have been removed and the cap is removed (see Figure 5.2). Comparable "water levels" may be purchased from some building supply and hardware retailers. FIGURE 5.1 5.2.1.2 How to use a water level Position the container so that the valve end of the tubing can reach anywhere under the home. Put blocks under the container so the water level in the tubing is at the height wanted for the bottom of the (- beam when in its final position. See Figures 5.2 and 5.3. • Prepare the "water level" for use. Remove the cap and raise the shut-off valve above the container. Open the valve and set the water level in the tubing to the predetermined height. Close the valve so tubing can be moved without losing any of the liquid. FIGURE 5.2 BLOCKING IS RECOMMENDED BEHIND THE AXLE AREA AND AT THE HITCH END OF THE UNIT, AS SHOWN. WATER LEVEL JACK WITH STAND "M.w Page 21 TYPICAL BLOCKING Use 4x6 Timbers 5 Foot Long Stock as Noon FIGURE 5.3 WATER LEVEL • With the valve end of the tubing, check both the front and rear of the home to determine if either has to be raised to allow the piers to be set. Raise the home as needed. At each pier location, secure the end of the tube above the bottom of the I-beam and open the valve. Adjust the height of the pier by adding or removing approved materials until the top of the pier is level with the water line in the tube. Close the valve so the end of the tubing can be moved to the next pier location. Repeat the procedure until all the piers are leveled. 5.2.2 Positioning multi -section homes - Following the leveling and blocking procedures of 5.2.1, set the other section(s) as follows: • Remove all shipping materials and items from the mating surfaces of both sections. • Position piers under the ridge beam support columns of the blocked home section so that they will support both home sections. • If the home has an optional hinged roof or eaves, refer to 6.1. • Before the final positioning of the second section, fasten (staple or nail) strips of fiberglass insulation, carpet pad or equivalent material around the mating edges of the floor, walls, and ceiling (at the ceiling panel location) to prevent air infiltration. Material used for this purpose shall not be placed in a position where it could restrict the air ducts of the heating system, or supply or return air ducts which might cross at the floor line or through the ridge beam. If there is a crossover duct, it will require a connection seal. Make certain that it is in place prior to joining the two sections. Position the second section near the first section, and line up the sections. Using a properly functioning rolling and jacking system in a manner commensurate with the manufacturer of that systems operational instructions, move the home section over to meet the previously installed section. Take care that the inner beam is slightly higher than the outer beam so there is no opportunity for the roof sections to touch before the floor when the home sections meet. Raise the second section the same way as the first section. Refer to 5.2.1. Position the footings and piers, and level each pier including the ridge beam support piers. When this is complete, lower the jacks so that the steel frame members rest on the piers and the ridge beam supports rest on their piers. Lower the outside beam first and then the inner beam, while tightening the home sections with several come -a -longs. 5.3 Interconnection of multi -section homes -After the sections have been positioned together, aligned and leveled, install the lag screws to connect the roof and floor. Start at the rear on the roof and work your wayforward. See figure 5.4 and 5.6. FIGURE 5.4 MULTI -SECTION FLOOR JOINT FIBERGLASS INSULATION OR EQUIVALENT TO PREVENT AIR INFILTRATI N SIDE RAILS SEE 5.3 FLOOR JOIST FLOOR JOIST 45't 316 x 4' LAG SCREWS 32' 0. C. STAGGERED BOTTOM OR 5116' X 4' LAG SCREWS 24' 0. C. STAGGERED Page 22 2M.04 Gaps between floors, roofs and column supports, up to 1-1/2 inches maximum, may be closed with lumber or plywood shims fitted for the total length of the gap. When shims are used increase fastener length by 1.5 times the thickness of the shims. To avoid splitting the rails, pilot holes shall be drilled. Do not use the lag screws to pull the home sections together. When one side of the section is lower than the other, use a jack to raise the side rail of the low side. Once the sections are even, lag or nail the side rails together. Continue to check, level, and fasten the sections together for the length of the home. Any holes cut in the bottom covering must be repaired. Inside the home, the ceiling panels and the endwalls of the sections must align with each other. If the sections are not in- proper alignment, they may be adjusted (racked) by raising (jacking) a corner of the home. This will cause the ceiling on the opposite side to move forward. When the endwalls become flush, fasten them together at the front and back end of the house with 16d nails, or equivalent, spaced at a maximum of 18 inch on center. Once the endwalls are secured, make sure the roofs are aligned and the ceilings line up. If they are still off, rack the section a little more to bring the roofs and ceilings into alignment. By carefully inspecting the ceiling or by using a straight edge, low points can be determined. Start in the front and work to the back of the house. To raise a low portion, use a hydraulic jack and a padded tee underneath the low point (see Figure 5.5). Carefully raise the jack until the adjoining ceiling sections are flush. Then, fasten the two ridge beams together on the outside of the home. FIGURE 5.5 To secure adjoining roof sections together, install lag screws at a 45 -degree angle so they penetrate both ridge beams (see Figure 5.6). Install the lag screws from alternate sides. Remember that the fasteners are used to secure the sections together and must NOT be used as a way to pull the roofs together. NOTICE Roofs and ceilings that are not aligned can cause trim damage and allow weather (rain and snow) damage. It is imperative that the ceilings on each section be exactly flush before fastening the ridge. beam together. Inside the house, check along the centedine for a label that identifies a support column requiring special attachment. If found, fasten that column to the structure of the other section as shown in Figure 5.7. FIGURE 5.6 TOE SCREW ACROSS TOP OF OPENING PRIOR TO COVER UP 8" .0. C. USING #8 X 3-1/2" SCREWS .C. Eli TOE SCREW OPENING PRIOR TO COVER UP 8' 0. C. WITH H8 X 3-1/2" SCREWS On composition shingle roofs, cover the joint between roof sections with a piece of 12 -inch wide roofing felt, which is stapled to the underlying roof decking. The staples shall be 16 Ga. x 1 inch x 1 inch and spaced a maximum of 6 inches apart. Shingles used for the ridge cap are 36 inch x 12 -inch cut into three sections. Start from the end that is opposite the direction of the prevailing wind. Overlap each ridge shingle 6 inches and secure with four 16 Ga. x 1 inch x 1 -inch staples or roofing nails. NOTICE Shingles on certain areas of the roof may be secured with tack strips or other material for transportation. Failure to remove any shipping material and sealing of any fastener holes can resultant in weather damage (rain and snow). Tack strips and other shipping materials must be removed and any visible holes that are left by the fasteners must be filled with roofing cement. On metal roof applications, use an 8 -inch wide galvanized metal cap to cover the joint. Secure the cap down each side with 1 -inch sheet metal screws installed at 4 inches on center. The screws used to attach the cap must go through the underlying sealant tape. After the installation, the screws used in a metal roof application shall be covered with a roof sealant. See Figure 5.8. For other roofing materials, see the roofing manufacturer's installation instructions. After completing the leveling of the home, check the door and window operation. Minor adjustment of the shims at some piers may be needed to improve the operation of a door or window. Interior closure • All the materials necessary to trim out the interior of the home are shipped with each home and can be easily identified by matching the moldings or paneling with the materials installed by the manufacturer. See Figure 5.9. Before installing moldings, fill all gaps in the exterior walls with fiberglass insulation or caulking. Then, staple or nail the moldings in place. Color -coordinated putty (not supplied by the manufacturer) may be used to cover staple and nail holes. NOTICE A section of panel may have been shipped loose for installation on site in order to achieve a more desirable finished appearance. Installation of Exterior Closure Trim • Remove any polyethylene shipping material from the end wall and install the vertical siding with the provided fasteners, following the nailing pattern given in Figure 5.10. • Install the matching bottom trim in the front and rear with the nails provided. • Match and install the gable trim material. See Figure 5.10. • All cracks, seams and openings must be sealed with caulking to prevent entry of moisture. • All exposed raw edges of trim and siding must be painted, sealed or treated to provide moisture and weather tightness. For homes manufactured with metal or vinyl siding, the detail drawing shown (see Figure 5.10) is typical. The closure material is shipped with each home and can be identified by matching it with the front and rear of the home. Page 24 2000.04 Installation of Exterior Closure Metal — • Remove any polyethylene material from the end walls and install the bottom starter with the provided fasteners (see Figure 5.10). • Install the siding by snapping the sides into the S -Locks; secure with the screws provided. Attach the roof closure metal to the front and rear roof. See Figure 5.10. Utility crossovers — Connect water, drainage, gas, electricity, and telephone utility crossovers. Correct procedures are outlined in 8. 5.3.1 Ductwork crossovers — Multi -section homes may require a heat/AC duct connection below the floor. Compare the inlets/outlets under the home with Figure 5.11 and connect the inlets/outlets with the flexible duct(s) and clamps that have been shipped with the home. Support all ductwork so it is not in contact with the ground, and cover all ex- posed ductwork with material having an insulating value of not less than R-4 under a vapor barrier with a perm rating of not greater than 1. FIGURE 5.7 RIDGE BEAM SUPPORT FASTENING XN 88 X 2-1/2' SCREWS OR EQUIVALENT WALL / FASTENERS AT 18' O.C. - TYPICAL WALL WALL WALL FIGURE 5.8 METAL ROOF JOINT GALVANIZED METAL RIDGE CAP • METAL SCREW r SEALANT TAPE BACKING METAL ROOF J 705/16' X 6' LAG SCREWS 24' O.C. STAGGERED TYPICAL RIDGE BEAM FIGURE 5.9 INTERIOR TRIM WALL MOULDING DETAIL A (TOP VIEW) MOULDING OR PANELING IDE 2 �s0]E I PANELING ---� I }-- MOULDING t—1 E 2000.04 PARTITION MOULDING OR PANELING Page 25 \ CEILING BEAM. COVE OR PANEL STRIP WALL MOULDING DETAIL A ISIDE VIEW) SIDE 2' SIDE I ATTIC ATTIC CEILING BEAM I SIDE 2I SIDE 1 ATTIC ATTIC CEILING BEAM 1 FIGURE 5.10 EXTERIOR CLOSURE -. WOOD OR HARDBOARD SIDING GABLE TRIM FILLER EXTERIOR CLOSURE - LAP SIDING SIDE VIEW �Z ROOF CLOSE OFF �� E�� oz �� ROOF CLOSE OFF FRONT OR REAR VIEW I''vr NOTES - 1. WOOD OR WOOD PRODUCT SIDING SHALL HAVE ALL JOINTS LOCATED ON FRAMING MEMBERS. USE THE CORROSION RESISTANT NAILS SHIPPED WITH THE HOME AND INSTALL THEM PER THE INSTRUCTION OF THE SIDING MANUFACTURER ALSO SHIPPED STARTER STRIP WITH THE HOME. 2. VINYL LAP SIDING SHALL BE ATTACHED TO THE SHEATHING WITH A CORROSION RESISTANT FASTENER WITH MAY BE A 1 1/2' SIDING NAIL OR A 16 GA. X 7/18' CROWN X 1 1/4' LOMG STAPLE. ALL SIDING SHALL BE ATTACHED LOOSE TO ALLOW FOR EXPANSION AND CONTRACTION AND THE FASTENER SHALL BE IN THE CENTER OF THE. SLOT EXCEPT THE TOP FASTENER TO HANG VERTICAL ACCRSSORIES. ALLOW 1/2' BETWEEN ACCESSORY BUTT JOINTS AND A MINIMUM OF V ON THE LAP JOINTS. LAP SIDING 3. MINIMUM FASTENING SPACING SHALL BE- A. WIND ZONE (- HORIZONTAL LAP- 16. ON CENTER SHEET SIDING- EDGES 6' ON CENTER AND FIELD 12. ON CENTER. STARTER STRIP B. WIND ZONE 11 AND III ALL SIDING SHALL BE FASTENED 6' ON CENTER. SIDE VIEW Page 26 2000.04 �� E�� oz �� FRONT OR REAR VIEW I''vr NOTES - 1. WOOD OR WOOD PRODUCT SIDING SHALL HAVE ALL JOINTS LOCATED ON FRAMING MEMBERS. USE THE CORROSION RESISTANT NAILS SHIPPED WITH THE HOME AND INSTALL THEM PER THE INSTRUCTION OF THE SIDING MANUFACTURER ALSO SHIPPED STARTER STRIP WITH THE HOME. 2. VINYL LAP SIDING SHALL BE ATTACHED TO THE SHEATHING WITH A CORROSION RESISTANT FASTENER WITH MAY BE A 1 1/2' SIDING NAIL OR A 16 GA. X 7/18' CROWN X 1 1/4' LOMG STAPLE. ALL SIDING SHALL BE ATTACHED LOOSE TO ALLOW FOR EXPANSION AND CONTRACTION AND THE FASTENER SHALL BE IN THE CENTER OF THE. SLOT EXCEPT THE TOP FASTENER TO HANG VERTICAL ACCRSSORIES. ALLOW 1/2' BETWEEN ACCESSORY BUTT JOINTS AND A MINIMUM OF V ON THE LAP JOINTS. LAP SIDING 3. MINIMUM FASTENING SPACING SHALL BE- A. WIND ZONE (- HORIZONTAL LAP- 16. ON CENTER SHEET SIDING- EDGES 6' ON CENTER AND FIELD 12. ON CENTER. STARTER STRIP B. WIND ZONE 11 AND III ALL SIDING SHALL BE FASTENED 6' ON CENTER. SIDE VIEW Page 26 2000.04 FIGURE 5.11 THIS SYSTEM MAY BE USED WHEN THERE S NOT A CROSSOVER DUCT BUILT INTO THE FLOOR AND THE FURNACE IS OUTSIDE THE FBEAM. FURNACE DUCT ,IEE- ADAPToI J FLEXIBLE INSULATED DUCT WITH LO PERM. MAX VAPOR BARRIER FLEXIBLE DUCT SHALL NOT BE N CONTACT WITH THE GROUND. THS SYSTEM MAY BE USED WHEN THERE IS NOT A CROSSOVER DUCT BUILT INTO THE FLOOR AND THE FURNACE IS SITUATED DIRECTLY OVER THE MAN DUCT ON ONE SECTION OF THE HOME FURNACE DUCT FLEXURE INSULATED OUICT WITH 10 PERM. MAX VAPOR BARRIER FLEXIBLE DUCT SNALL NOT BE N CONTACT WITH THE GROUND. THS CROSSOVER DUCT SYSTEM S INCORPORATED N THE FLOOR OF THE HOME THE CONNECTION S MADE AT A PONT ALONG THE CENTER LINE OF THE HOME WHERE THE DUCTS EXIT THBR! THE SDE RAL. THE CONNECTION MUST BE SEALED TO MAKE IT AIRTIGHT. I Y DOD WIDE RIB INSULATION AROUND FLOOR --\WINO LINE CROSS-OVER DUCT OPENING (B0TH HALVES) DUCT DUCT - LINE UP CROSS OVER DUCTS - REMOVE ANYTHING COVERING OPENING& - c -ESS INSULATION WITH STANDARD FLOOR CONNECTION THIS SYSTEM MAY BE USED WHEN THERE S NOT A CROSSOVER DUCT BUILT INTO THE FLOOR AND THE FURNACE S SITUATED DIRECTLY OVER THE MAN DUCT ON CENTER SECTION OF THE HOLE c DUCT c DUCT wCT \ \ FLOWAGE FLEXIBLE BIBuaT® DUCT WITH LO PERM. MAX VAPOR BAWH0L FLFXBLE DUCT SHALL NOT BE N CONTACT WITH THE 00". 5.4 Anchoring instructions — The home must be anchored to the ground in order to resist overturning and lateral movement (sliding) of the home caused by the forces imposed by the design wind load. The tie - down anchoring system described in this section is one acceptable method of anchoring the home to the ground. Unless otherwise noted, all be down and anchoring instructions are for homes with roof pitch that does not exceed 20 degrees (4.3 inches in 12 inches). Page 27 2000.04 The tie -down anchoring devices shall be certified by a registered professional engineer, architect or a nationally recognized testing laboratory as capable of resisting an allowable working load equal to or exceeding 3,150 pounds and shall be capable of withstanding a 50 percent overload (4,725 pounds total) at any angle from the vertical. Ground anchors must be installed as specified by the anchor manufacturer. Commercial designs are available from retailers or contractors. Anchoring equipment exposed to weathering shall have a resistance to weather deterioration at least equivalent to that provided by a coating of zinc on steel of not less than 0.30 ounces per square foot of surface coated. Slit or cut edges of zinc -coated strapping do not need to be zinc coated. Straps shall be Type 1, Finish B, Grade 1 steel strapping, 1-1/4 inches wide and 0.035 inches in thickness, certified by a registered professional engineer or architect as conforming with ASTM Standard Specification D3953-91, Standard Specifica- tion for Strapping, Flat Steel and Seals. The home must be in its final position with sections fastened together prior to installing tie -down equipment. The following tie -down procedure may be used: 5.4.1 Normal Installations — The pier and ground anchor system described in this manual is the most common method to stabilize the home. Other systems (such as the Vector Dynamics Foundation System by Tie Down Engineering Inc. of Atlanta, GA) are acceptable when allowed by the authority having jurisdiction, when installed according to the system manufacturer's instructions, and when certified by a registered professional engineer. Warning Digging can cause exposure to underground utilities such as electrical and gas line. EXPOSURE TO LIVE ELECTRICAL CIRCUITS OR RUPTURED UTILITY LINES MAY RESULT IN SERIOUS INJURY OR DEATH. Prior to digging for any purpose, but especially before auguring metal anchors in the ground, make sure that the location of all underground electric cables, gas lines, sewer lines and water lines are clearly marked. Contact local utility companies for this service. FIGURE 5.12 TIE -DOWN DETAILS - TYPICAL DETAIL A WIND ZONE 10 DETAIL B ) ZONES unIII SINGLE SECTION 1 FRAME SPACING 'FAR CHASSIS BEAM SINGLE SECTION 1 UtIAIL A TYPICAL SINGLE TIE -DOWN STRAPS WIND ZONE I ONLY FLOOR STRUCTURE STRAP ANGLE 40Degree M n GROUND ANCHOR See Tables GROUND LINE ANCHOR ANGLE RAME STRAP 10 Degree Max. �V�STABILIZER PLATE Redus Clip 3" Section of Grauq Sinal Bern and Laced Thragh Slot in Vertical GraaW Connector Before Ground Strap is Installed Redus CGP For Protection Strap P. ses asOver Sharp Comers „."I �— DETAIL E TAIL D STRAP MUST BE PIER DETAIL C MULTI SECTION MULTI SECTION DETAIL NAND ZONE I ONLY B �. `"FAR CHASSIS BEAM STRAPS" A.111 IF REQUIRED IN LIEU OF "NEAR CHASSIS BEAM STRAPS' DETAIL B TYPICAL DOUBLE TIE -DOWN STRAPS STABILIZER PLATE 6" Max—WIND ZONES II AND III FLOOR STRUCTURE EDGE STRAP � ANGLE FAR FRAME —�See�Tablme n'STRAP GROUND ANCHORo,, GROUND LINE ANCHOR ANGLE FRAME STRAP 10DegreeMax �AR BILIZER PLATE DETAIL G (WIND ZONE 1) Redd Section of Grand Strap Bent NO Raced Arand Flange of I -Beam Before JGroud Strap Is Installed Cn� Seal / FLOOR STRUCTURE END FRAME MEMBER LONGITUDINAL TIEDOWN 45 Degrees GROUNDANCHOR X END STRAP 2000.04 Singie wide D«mle wide see detail F "Ical sing 24" typ. —� STEEL BEAM LONGI' �_TIEDO VN, USE SWIVEL BRAC GROUNDANCHOR PREVENT ANGULAR \ '-45 ON Degraes GROUND LINE Page 28 Professiaral Engineers Seal 5.4.1.1 Number and location of anchors — Select the proper spacing of tie -down straps from Table 5.1 A/B/C or Table 5.2 A/B/C. In Wind Zones II and III, a vertical sidewall strap is required at each diagonal frame strap. Therefore diagonal frame straps shall be located to coincide with the factory installed vertical straps or brackets. However, do not exceed the spacing in Tables 5.1 or 5.2. Anchors are required within 2 feet of each end of each sidewall. Measurements for the specific location of the ground anchors for the particular home must be taken directly from the home unless an anchor plan is provided with the home. Example: 14 wide with 96 -in. frame spacing, 84 -in. sidewall and 30 -in. pier height requires anchors at. 11 ft.- 0 -in. maximum and 50 -degree maximum strap angle. Page 29 2000.« Professional Engineers Seal TABLE 5.1A Wind Zone I -Single Section Homes Frame Spacing (in) Strap Max. Beam Tie Spacing ft o.c. 80 96 99.5 Angle Max. Sidewall Ht. (in) Max. Pier ax. Pier Max. Pier Max. Ht. (in) Ht. (in) Ht. (in) Degrees 84 90 96 14 NA NA 40 13-2 12-4 11-8 19 NA NA 45 12-1 11-5 10-9 E 25 15 13 50 11-0 10-4 9-10 m m 32 21 18 55 9-10 9-3 8-9 c 42 28 25 60 8-7 8-1 7-7 N z 54 37 34 65 7-3 6-10 6-5 73 51 46 70 5-10 5-6 5-2 80 74 67 75 4-5 4-2 NA 24 17 16 40 13-2 12-4 11-8 4) 31 23 21 45 12-1 11-5 10-9 E 39 30 28 50 11-0 10-4 9-10 m 49 38 35 55 9-10 9-3 8-9 rn 5 m 62 49 46 60 8-7 8-1 7-7 z 80 63 59 65 7-3 6-10 6-5 NA 80 79 70 5-10 5-6 5-2 NA NA 80 75 4-5 4-2 NA 32 26 24 40 1 3-2 12-4 11-8 E 41 33 31 45 12-1 11-5 10-9 CO 51 42 40 50 11-0 10-4 9-10 c M 64 52 50 55 9-10 9-3 8-9 CO z 80 66 63 60 8-7 8-1 7-7 NA 80 80 65 7-3 6-10 6-5 d v 43 36 34 40 13-2 12-4 11-8 M 53 45 43 45 12-1 11-5 10-9 °D65 56 54 50 11-0 10-4 9-10 080 69 67 55 9-10 9-3 1 8-9 NA 80 80 60 8-7 8-1 7-7 Example: 14 wide with 96 -in. frame spacing, 84 -in. sidewall and 30 -in. pier height requires anchors at. 11 ft.- 0 -in. maximum and 50 -degree maximum strap angle. Page 29 2000.« Professional Engineers Seal TABLE 5.1B Wind Zone II - Single Section Homes Example 16 wide with 99.5 -in. frame spacing, 90 -in. sidewall and 38 -in. pier height requires anchors at 8 ft.- 9 in. maximum, 20 degree maximum strap angle and attachment to far beam. Page 30 2000.04 1 Professional Engineers Seal Frame Spacing (in) Strap Max. Beam Tie Spacing ft o.c. 96 99.5 Angle Max. Max. Sidewall Ht. (in) Max. Pier Ht. (in Max. Pier Ht. (in) Degrees 84 90 96 E NA NA 45 7-0 6-7 6-3 Z y NA NA 50 6-4 6-0 5-8 C0 12 NA 55 5-8 5-4 NA S? 29 30 20 9-3 8-9 8-3 rn .9M 41 42 25 8-11 8-5 8-0 N m 53 54 30 8-7 8-1 7-7 ILL'- 67 68 35 8-1 7-7 7-2 80 80 40 7-7 7-2 6-9 E NA NA 35 8-1 7-7 7-3 12 NA 40 7-7 7-1 6-9 v m 17 15 45 7-0 6-7 6-3 z 23 20 50 6-4 6-0 5-8 d 29 27 55 5-8 5-4 NA rn 33 34 20 9-3 8-9 8-3 E 46 47 25 8-11 8-5 8-0 m 60 61 30 8-7 - 8-1 7-7 LL 76 77 35 8-1 7-7 7-2 80 80 40 7-7 7-1 6-9 NA NA 30 8-6 8-1 7-7 E M 15 14 35 8-1 7-7 7-2 o m 21 19 40 7-7 7-2 6-9 Ca 27 25 45 7-0 6-7 6-3 a� m z 34 32 50 6-4 6-0 5-8 CM 44 41 55 5-8 5-4 NA CE 37 38 20 9-3 8-9 8-3 51 52 25 8-11 8-5 8-0 In 66 67 30 8-7 8-1 7-7 LL 80 80 35 8-1 7-7 7-2 NA NA 25 8-11 8-5 8-0 E 17 16 30 8-7 8-1 7-7 24 22 35 8-1 7-7 7-2 M a) m 31 29 40 7-7 7-2 6-9 z 39 37 45 7-0 6-7 6-3 CM 49 47 50 6-4 6-0 5-8 U)61 _ __ 58 55 5-8 5-4 NA CO E 41 _ 42 20 9-3 8-9 _ 8-3 m 57 57 25 8-11 8-5 8-0 73 74 30 8-7 8-1 7-7 LL 80 80 35 8-1 7-7 7-2 Example 16 wide with 99.5 -in. frame spacing, 90 -in. sidewall and 38 -in. pier height requires anchors at 8 ft.- 9 in. maximum, 20 degree maximum strap angle and attachment to far beam. Page 30 2000.04 1 Professional Engineers Seal TABLE SAC Wind Zone III - Sinale Section Homes Example 18 wide with 96 -in. frame spacing, 96 -in. sidewall and- 57 -in. pier height requires anchors at 6 ft.- 7 in. maximum, 25 degree maximum strap angle and attachment to far beam. Page 31 2M.a Frame Spacing (in) Strap Max. Beam Tie Spacing ft o.c. 96 99.5 Angle Max. Max. Sidewall Ht. (in) Max. Pier Ht. (in) Max. Pier Ht. (in) Degrees 84 90 96 C- m 12 NA 55 4-8 4-5 4-2 " v d Z m 17 14 1 60 4-1 NA NA _ 29 30 20 7-8 7-3 6.10 41 42 25 7-5 7-0 6-7 M 53 54 30 7-1 6-8 6-4 67 68 35 6-8 6-4 6-0 Li 80 80 40 6-3' 5-11 5-7 12 NA 40 6-3 5-11 5-7 E 17 15 45 5-9 5-5 5-2 M m m 23 20 50 5-3 4-11 4-8 CO 29 27 55 4-8 4-5 4-2 a) z 38 35 60 4-1 NA NA C 33 34 20 7-8 7-3 6-10 05 E 46 47 25 7-5 7-0 6-7 M 60 61 30 7-1 6-8 6-4 76 77 35 6-8 6-4 6-0 LL 80 80 40 6-3 5-11 5-7 15 14 35 6-8 6-4 6-0 EM 21 19 40 6-3 5-11 5-7 M 27 25 45 5-9 5-5 5-2 34 32 50 5-3 4-11 4-8 M ca Z 44 41 55 4-8 4-5 4-2 • 56 53 60 4-1 NA NA m E 37 38 20 7-8 7-3 6-10 0) 51 52 25 7-5 7-0 6-7 M 66 67 30 7-1 6-8 6-4 c`o LL 80 80 35 6-8 6-4 6-0 17 16 30 7-1 6-8 6-4 E 24 22 35 6-8 6-4 6-0 31 29 40 6-3 5-11 5-7 M Ca 39 37 45 5-9 5-5 5-2 49 47 50 " 5-3 4-11 4-8 (D Z 61 58 55 4-8 4-5 4-2 rn N 76 73 60 4-1 NA NA COE 41 42 20 7-8 7-3 6-10 0 57 57 25 7-5 7-0 6-7 M 73 74 30 7-1 6-8 1 6-4 M LL 80 80 .35 6-8 6-4 6-0 Example 18 wide with 96 -in. frame spacing, 96 -in. sidewall and- 57 -in. pier height requires anchors at 6 ft.- 7 in. maximum, 25 degree maximum strap angle and attachment to far beam. Page 31 2M.a TABLE 5.2A Wind Zone 1 -Multi -Section Homes 5.4.1.2 Installation Ground anchors mu; conformance with the instructions. of Ground Anchors — t be installed in full anchor manufacturer's Ground anchors for all Wind Zones must have a stabilizer plate at the top of the anchor unless the manufacturer's instructions do not require stabilizer plates for a particular installation of their model. In the latter case, conform to the manufacturer's instructions provided that the required holding capacity is produced. Ground anchors for Wind Zone I may have a single head. Ground anchors for Wind Zone II Page 32 and III must have double heads. Install ground anchors vertically with stabilizers as shown in Figure 5.12. All ground anchors shall be embedded below the frost line and be at least 12 inches above the water table. 2000.04 1Professional Engineers Seal Frame Spacing (in) Strap Max. Beam Tie Spacing ft o.c. 80 96 99.5 Angle Max. Sidewall Ht. (in) Max. Pier M ax. Pier Max. Pier M ax. Ht. (in) Ht. (in) Ht. (in) Degrees 84 90 96 14 NA NA 40 13-5 12-7 1 1 -1 1 19 NA NA 45 12-4 11-7 11-0 E 25 15 13 50 11-3 10-6 10-0 m m 32 21 18 55 10-0 9-5 8-11 B o `m 42 28 25 60 8-9 8-3 7-9 z 1 54 37 34 65 7-4 6-11 6-6 V "' 1 73 51 46 70 6-0 5-7 5-4 80 74 67 75 4-6 4-3 4-0 19 13 NA 40 13-5 12-7 1 1 -1 1 26 18 16 45 12-4 11-7 11-0 E 33 24 22 50 1 1-3 10-6 10-0 cca CO 42 31 28 55 10-0 9-5 8-11 o 54 40 37 60 8-9 8-3 7-9 Z 69 52 49 65 7-4 6-11 6-6 80 70 66 70 6-0 5-7 5-4 NA 80 80 75 4-6 4-3 4-0 24 17 16 40 13-5 12-7 1 1 -1 1 31 23 21 45 12-4 11-7 11-0 E 39 30 28 50 11-3 10-6 10-0 d cc m 49 38 35 55 10-0 9-5 8-11 o 62 49 46 60 8-9 8-3 7-9 z 80 63 59 65 7-4 6-11 6-6 Co a NA 80 79 70 6-0 5-7 5-4 NA NA 80 75 4-6 4-3 4-0 32 26 24 40 13-5 12-7 1 1 -1 1 41 33 31 45 12-4 11-7 11-0 m m m 51 42 40 50 11-3 10-6 10-0 a 64 52 50 55. 10-0 9-5 8-11 o z 80 66 63 60 8-9 8-3 7-9 N V) NA 80 80 65 7-4 6-11 6-6 V 43 36 34 40 13-5 12-7 1 1 -1 1 d 53 45 43 45 12-4 11-7 11-0 65 56 54 50 11-3 10-6 10-0 CO a id 80 69 67 55 10-0 9-5 8-11 Z NA 80 80 1 60 8-9 8-3 7-9 5.4.1.2 Installation Ground anchors mu; conformance with the instructions. of Ground Anchors — t be installed in full anchor manufacturer's Ground anchors for all Wind Zones must have a stabilizer plate at the top of the anchor unless the manufacturer's instructions do not require stabilizer plates for a particular installation of their model. In the latter case, conform to the manufacturer's instructions provided that the required holding capacity is produced. Ground anchors for Wind Zone I may have a single head. Ground anchors for Wind Zone II Page 32 and III must have double heads. Install ground anchors vertically with stabilizers as shown in Figure 5.12. All ground anchors shall be embedded below the frost line and be at least 12 inches above the water table. 2000.04 1Professional Engineers Seal TABLE 5.2B Wind Zone II - M ulti-Section Homes Example 28 wide with 96 -in. frame spacing, 84 -in. sidewall and 29 -in. pier height requires anchors at 5 ft.- 9 in. maximum, 55 degree maximum strap angle and attachment to near beam. Page 33 2000.0! Professional Engineers Seal Frame Spacing (in) Strap Max. Beam Tie Spacing fto.c. 96 99.5 -r -a-x--Fri Angle Max. Sidewall Ht. (in) ax. Mer M e M ax. Ht. (in) Ht. (in) Degrees 84 90 96 z m 12 NA 1 55 5-9 5-5 NA 29 30 20 9-6 8-11 8-5 E �a 41 42 25 9-2 8-7 8-1 p m 53 54 30 8-9 8-3 7-9 N LL 67 68 35 8-3 7-9 7-4 80 80 40 7-8 7-3 6-10 -6-8_ E 12 NA 45 7-1 6-4 17 15 50 6-6 6.1 5-9 z 22 20 55 5-9 5-5 NA 32 32 20 9-6 8-11 8-5 044 45 25 9-2 8-7 8-1 m m 57 58 30 8-9 8-3 7-9 `V LL 72 73 35 8-3 7-9 7-4 80 80 40 7-8 7-3 6-10 a E 12 NA 40 7-8 7-3 6-10 d m 17 15 45 7-2 6-8 6-4 23 20 50 6-6 6-1 5-9 V z 29 27 55 5-9 5-5 NA z 33 34 20 9-6 8-11 81 O m 46 47 25 9-2 8-7 8-1 Co C4 m 60 61 30 8-9 8-3 7-9 LL 76 77 35 8-3 7-9 7-4 80 80 40 7-8 7-3 6-10 15 14 35 8-3 7-8 7-4 E 21 19 40 7-8 7-3 6-10 27 25 45 7-1 6-8 6-4 �_ 00 m 34 32 50 6-6 6-1 5-9 z 44 41 55 5-9 5-5 NA p E 37 38 20 9-6 8-11 8-5 M m51 52 25 9-2 8-7 8-1 66 67 30 8-9 8-3 7-9 LL 80 80 35 8-3 7-9 7-4 17 16 30 8-9 8-3 7-9 E 24 22 35 8-3 7-9 7-4 d m 31 29 40 7-8 7-3 6-10 39 37 45 7-1 6-8 6-4 ? z 49 47 50 6-6 6-1 5-9 0 61 58 55 1 5-9 5-5 NA Ca E 41 42 20 9-6 8-11 8-5 m 57 57 25 9-2 8-7 8-2 T 73 74 30 8-9 8-3 7-9 LL 80 80 35 8-3 7-9 7-4 Example 28 wide with 96 -in. frame spacing, 84 -in. sidewall and 29 -in. pier height requires anchors at 5 ft.- 9 in. maximum, 55 degree maximum strap angle and attachment to near beam. Page 33 2000.0! Professional Engineers Seal Example 28 wide with 99.5 -in. frame spacing, 90 -in. sidewall and 47 -in. pier height require anchors at 7 ft. -2 in. maximum, 25 degree maximum strap angle and attachment to far beam. Page 34 2000.04 I Professional Engineers Seal TABLE 5.2C Wind Zone III - Multi-Section Homes Frame Spacing (in) Strap M ax. Beam Tie Spacing ft o.c. 96 99.5 Angle Max. Sidewall Ht. (in) ax. P ler M ax. ler M ax. Ht. (in) Ht. (in) Degrees 84 90 96 m12 NA 55 4-9 4-6 4-3 ZCD m 17 14 1 60 4-2 NA NA 29 30 20 7-10 7-5 7-0 d c m 41 42 25 7-7 7-2 6-9 o m 53 54 30 7-3 6-10 6-5 N LL 67 68 35 6-10 6-5 6-1 80 80 40 6-5 6-0 5-8 -•��.-- E 12 NA 45 5-11 5-7 5-3 W 17 15 50 5-4 5-1 4-9 v 22 20 55 4-10 4-6 4-3 m Z 30 27 60 4-2 NA NA d 32 32 20 7-10 7-5 7-0 0E 44 45 25 7-7 7-2 6-9 N m 57 58 30 7-3 6-10 6-5 72 73 35 6-10 6-5 6-1 LL 80 80 40 6-5 6-0 5-8 12 NA 40 6-5 6-0 5-8 17 15 45 5-11 5-7 5-3 00 23 20 50 5-4 .5-1 4-9 c z 29 27 55 4-9 '4-6 4-3 38 35 60 4-2 NA NA d n 33 1 34 20 7-10 7-5 7-0 0 Co M 46 47 25 7-7 7-2 6-9 m 60 61 30 7-3 6-10 6-5 LL 76 77 35 6-10 6-5 6-1 80 80 40 6-5 6-0 5-8 NA NA 30 7-3 6-10 6-5 15 14 35 6-10 6-5 6-1 21 19 40 6-5 6-0 5-8 00 27 25 45 5-11 5-7 5-3 34 32 50 5-4 5-1 4-9 Q) Z m z 44 41 55 4-9 4-6 4-3 0 56 53 60 4-2 NA NA E 37 38 20 7-10 7-5 7-0 251 52 25 7-8 7-2 6-9 66 67 30 7-3 6-10 6-5 LL 80 80 35 6-10 6-5 6-1 17 16 30 7-3 6-10 6-5 24 22 35 6-10 6-5 6-1 E 31 29 40 6-5 6-0 5-8 �_ 00 39 37 45 5-11 5-7 5-3 af0i z 49 47 50 5-4 5-1 4-9 m 61 58 55 4-9 4-6 4-3 0 76 73 60 4-2 NA NA Cl) E 41 42 20 7-10 7-5 7-0 57 57 25 7-7 7-2 6-9 M 73 74 30 7-3 6-10 6-5 LL 80 80 35 6-10 6-5 6-1 UPT Example 28 wide with 99.5 -in. frame spacing, 90 -in. sidewall and 47 -in. pier height require anchors at 7 ft. -2 in. maximum, 25 degree maximum strap angle and attachment to far beam. Page 34 2000.04 I Professional Engineers Seal Optional method for stabilization: Instead of a stabilizing plate, ground anchors may be in- stalled vertically with an adequate concrete cy- lindrical "collar" poured around the anchor shaft. 5.4.1.3 Tie -down instructions — The home should be set on its piers and be level before ground anchors are installed. Install ground an- chors and connect the straps to the ground an- chor heads and the home as instructed by the anchor manufacturer and to prevent structural damage to the home. Install diagonal straps from the anchor to either the near or far chassis I-beam as indicated by the tables. For Wind Zone II and III, connect anchors to the vertical factory -installed straps or brackets at the side- walls of the home. Vertical ground straps must be fastened to anchors capable of resisting the total tension of both straps. Protect straps where they pass over sharp comers. See Fig- ure 5.12: Tighten straps to remove slack. After all straps are. installed and the slack is removed, lightly .tension the straps to assure that the ground anchor shaft is in full contact with the stabilizer. Alternate tightening on opposite sides of the home to avoid disturbing the home set-up. Periodic inspection of the straps is important; it may be necessary to retighten frame and ground straps from time to time. CAUTION: During re -leveling, do not jack the home against tight straps. Page 35 2000.0 5.4.1.4. Longitudinal End Straps - Use swivel brackets (available from anchor equipment manufacturers), where necessary, to prevent angular stress on the longitudinal straps. For Wind Zone I single section homes less than 18 feet wide and multi -section homes less than 32 feet wide, install the side diagonal straps at the end of each section at approximately 45 -degrees as shown in Figure 5.12 Detail G. Install two longitudinal straps at each end of each section of the home for wider homes in Wind Zone I, . all homes in Wind Zone II, and homes with maximum 84 inch interior sidewall height in Wind Zone ll. Install three longitudinal straps at each end of each section of the home for all other homes in Wind Zone III. The third strap shall be installed within the parameters set by the anchor manufacturer. Install straps from the end of each frame I-beam to an approved ground anchor. 5.4.2 Elevated homes — Homes with higher piers may require straps connected to the "far chassis beam" as shown in Figure 5.12. Deviations from these guidelines shall be reviewed by a registered engineer and approved by the local authority having jurisdiction over such matters. 5.4.3 Severe climatic conditions (Also see 4.4.) 5.4.3.1 Freezing Climates — Be sure anchor augers are installed below the frost line. 5.4.3.2 Severe wind zones — The home shall not be installed in an area known to experience severe winds, or in any zone that requires greater wind -resisting capabilities than those for which it was designed (see Data Plate). If a home must be installed in such a zone, seek the advice of a registered professional engineer. Have engineered drawings showing foundation, connection and anchorage details approved by local authorities. 5.4.3.3 Flood -prone areas — The manufacturer does not recommend siting homes in flood -prone areas and will not be responsible for damage if the home is installed in a, flood - prone area. Unconventional anchorage and tie - downs often are needed in designing and constructing the special elevated foundations that may be required in flood -prone areas. Consult a registered professional engineer. 5.5 Skirting — Skirting, if used, shall be of durable materials suitable for exterior exposures. Skirting shall be recessed under the siding or trim and must not be attached in a manner that could cause water to be trapped between the siding or trim and the skirting. Skirting made from wood or wood products, including all wood siding, shall be pressure treated to prevent decay and termite infestations if it will be used within 6 inches of the ground. NOTICE Moisture can damage the home. Ventilation of the crawl space must be provided. A minimum of one square foot of net free ventilation area for every 150 square feet of the home's floor area shall be provided for the crawl space. [Note: Typically net free area is about 70% of the gross area of a vent.] Ventilation openings shall be placed at or near each comer of the home and as high as practical. Openings shall be located to provide cross -ventilation on at least two opposite -sides. Where an acceptable ground vapor retarder is installed (see 3.5.1) and one ventilation opening is within 3 feet of each comer of the home, the total area of ventilation openings may be reduced to one square foot for every 300 square feet of the home's floor area. Access opening(s) not less than 18 inches in any dimension and not less than three square feet in area shall be provided 2M.04 and shall be located so that any water supply and sewer drain connections located under the home are accessible for inspections. Dryer vents, air conditioning condensation drains, and combustion air inlets must pass through the skirting to the outside. 6 — Installation of optional features 6.1 Hinged roofs — If the home has an optional hinged roof or eaves, see Figure 6.1A & B. Some hinged roof homes have fuel fired heating appliances located under the hinged portion of the roof, which require installation and inspection at the site prior to occupancy. WARNINGI Fuel fired heating appliance. vents that pass through the hinged roof must be completed and professionally inspected at the site prior to energizing the appliance or occupying the home. FAILURE TO COMPLY WITH THIS SAFETY PRECAUTION MAY RESULT IN SERIOUS INJURY OR DEATH. Venting systems must be installed in confor- mance with the appliance manufacturer's instructions and any special instructions supplied with the home. 6.2 Garden and bay windows - If the home was supplied with an optional garden or bay window, follow the window manufacturer's installation instructions. 6.3 Awnings and carports - Choose freestanding products with columns to support their weight. Champion will permit the installation of lightweight metal awnings attached directly to the manufactured home provided that all requirements of the appropriate sections of California Title 25, Division 1, Chapter 2, Subchapter 1, Article 8 (Mobile Home Accessory Buildings & Structures) are complied with. Awnings that exceed the following conditions shall be completely self-supporting (free-standing) considering vertical loads: • Awnings that exceed one (1) pound per square foot dead load (weight). • Awnings exceeding twelve (12) feet in width. • Awnings installed in locations where snow live loads exceed ten (10) pounds per square foot. Champion will not accept responsibility for the performance of, or problems associated with, awnings attached to manufactured homes. 6.4 Installation of on-site attached structures - Any structures, devices, accessories, etc. added by others are not the responsibility of the home's manufacturer. Examples are awnings, carports, garages, decorative trims on flue pipe extension, etc. Design all attached buildings and structures to support all of their own dead, live and wind loads, and to have fire separation as required by state or local ordinances. Page 36 6.4.1 Garages and carports - A garage or carport must be installed according to the manufacturer's instructions and to all applicable local codes. The garage or carport must be supported independently of the factory -built portion of the home. Electrical circuits in garages shall be provided with ground fault interruption. 6.4.2 Porches - Site -constructed porches must be constructed and inspected according to the applicable local building codes. 6.4.3 Steps, stairways and landings - Steps, .stairways and landings must be constructed and inspected according to the applicable local building ' codes. 6.5 Accessory windows - Install accessory windows or components with the installation materials supplied, and follow the manufacturer's installation instructions. 6.6 Miscellaneous lights and fixtures - Some exterior lights, ceiling fans and chain -hung fixtures may not yet be installed when the home is delivered. All of these fixtures 1 must be grounded by a fixture -grounding screw or wire. For chain -hung fixtures, use both methods. When fixtures are mounted on combustible surfaces such as hardboard, install a noncombustible ring to completely cover the combustible surface exposed between the fixture canopy and the wiring outlet box. If siding has not been installed at an exterior fixture location, remove the outlet box and install the exterior siding with a hole for the outlet box. Then, reinstall. the outlet box and proceed as for other fixtures. 6.6.1 Exterior lights - Remove any junction box covers and make wire -to -wire connections using wire nuts. Connect the wires as follows: Black to black, white to white, and ground to ground. Push the wires into the box and secure the light fixture to the junction box. Caulk around the base of the light fixture to ensure a watertight seal to the sidewoll. Install the light bulb and attach the globe. Referto Figure 6.2. 2M.04 6.6.2 Ceiling fans — To reduce the risk of injury, install ceiling fans with the lowest edges of the blades at least 76 inches above the floor. Follow the manufacturers instructions. If no instructions are available, connect the wiring as shown in Figure 6.3. 6.7 Optional panels, siding and molding — If the home came equipped with optional panels, siding or molding, refer to any special installation procedures provided with the materials. 6.8 Exterior coverings — Install exterior coverings (e.g. stucco, metal, vinyl, plywood, or hardboard exterior siding, etc. and shingled or tiled roofs, etc.) according to the material manufacturers instructions. Do not cover the HUD label when applying any field exterior covering. 6.9 Telephone and cable television —The walls and floors of the manufactured home contain electrical circuits, plumbing and ductwork. Avoid contact with these home systems when drilling through and placing cables within these cavities. Only trained professionals shall perform such work. Figure 6.4 shows one procedure for telephone crossover connection in multi - section homes. WARNINGI Careless installation of telephone and cable television lines can cause exposure to live electrical circuits. EXPOSURE TO LIVE ELECTRICAL CIRCUITS MAY CAUSE SEVERE SHOCK OR POSSIBLE ELECTROCUTION. Disconnect electrical power to home before proceeding 6.10 Continuous ridge vent —See Figure 6.5. FIGURE 6.1A Page 37 HINGED ROOF TOP CHORD TOP RAL UPLIFT STRAP KNEEWALL MAY BE STORED 2-10 cNALS AT KNEEWALL N ROOF CAVITY EACH INTERSECTIO BEAM RAIL 17 KING POST 8 -STAPLES BEAM (WHERE REOURED OR 2X4 RAL(. L RAISE ROOF INTO POSITION 2. INSTALL KNEEWALL- FASTEN KNEEWALL 3. FASTEN END OF UPLIFT STRAP TO TO KING POST AND TOP CHORD WITH BEAM OR BEAM RAIL WITH 8-18 GA. 4. INSTALL AT EACH END OF ROOF A 1X4 290 BAILS AT EACH INTERSECTION. X 7/18' X 1 V2' STAPLES OR DIAGONAL WIND BRACE WITH 2.8dNALS 5-8 d(OA99 cbJ NAILS. AT EACH UP -RIGHT. 3/8 EXTERIOR 5. TOP CHORD AND KING POST SHALL SHEATHING MAY BE USED IN PLACE OF ALINE WITHIN 1 V2' OF KNEEWALL THE 1X4 DIAGONAL WIND BRACE UPRIGHTS. Page 37 FIGURE 6.1 13 Hinged Roof, Set-up Procedure r% -&.:i o DETAIL A DETAIL C Wedge attached to truss top chord and web with 7/18'x2 -1/2'x15 ga. staples at 6' o.c. Top chord Web DETAIL B i Shingle and Carefully lift (jack) Wood roof Top rail Field Splice to full up -right position, t2' 2x3 apt then swing down end atta0hed to one side at truss wb (5) Hinge plate 7/16'x2-v2'xl5 ga shown in detail B. When staples staggered each end all verticals are scabbed, for ewd remove jacks. 1. Carefully lift (jack) complete hinged roof up to full up -right position, then swing down end vertical and scab as shown in detail B. When all verticals are scabbed, remove jacks. 2. Attach roof sheathing to 2 x 4 blocks as shown in detail A and add the missing 1 or 2 rows of shingles per manufac- turer's specifications. 3. Install corner braces as shown in detail D. 4. Install end wall fill wedges as shown in detail C and sheath to match end of house. S. From this point on, the connections are the same as a typical double sec- tion. 6. Fumaceffireplace/ wood burning stove/ water heater vent stacks must be sized (for length) and installed per manufac- turer installation instruc- tions included in home. 7. Plumbing vent pipes must extend through the roof. DETAIL D Page 38 2000.04 DETAIL 6.2A Installation of Exterior Light Fixture Disconnect Circuit Before Installation Junction box Junction box color coded wires Globe Sealed 0o 0 0 Ground connector Light wire nut fixture Ground wire DETAIL 6.213 Installation of Chain Hung Fixture or Fan Disconnect Circuit Before Installation Ground wire III Color coded wires Ground strap Wire nut /// �� Ceiling Ceiling box Chain — Mounting screw DETAIL 6.3 Paddle Fan Installation WARNING, Live electrical wires. Before installing a paddle fan. Note Applicable to U.L. Listed make sure that the breaker to the fan circuit is off. paddle fan with a swivel type mounting bracket. Supply wire coiled and secured for shipment Ceiling board I Notch beam at hole if necessary (\ J for wire chase Supply wire inserted in field through side knockout of box Electrical box (see Note all Double wide ridge beam 2x8' center beam - Shipped loose for field installation or fan bezel Hole for box cut through 2x8' (may be cut in plant or in field) Secure box to ridge beam with 121 •8x2-1/2' wood screws 1 (field installed) Secure box to 2x8' center beam with (4) •8x1' wood screws (field installed) t Remove the fan manufacturer's installation instructions from the package and determine the method of fan attachment to the beam. 2. If the center beam (shipped loose) does not contain a precut hole for the electrical box, cut a hole approximately 1/4' larger than the box diameter, centered in the width of the beam. Center line of hole shall align with location of supply wire through ceiling. 3. Install the box in the hole and secure flange to the center beam with (4) •8x1' screws. 4. Insert the ceiling wire through a knockout hole in the side of the electrical box. It may be necessary to cut a notch in the side of the center beam to allow the supply wire to be inserted in the electrical box without binding against center beam during installation. 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 fasteners. 8. Secure electrical box to ridge beam with •8x2-1/2' 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 non-combustible flash ring (provided) over the electrical box so that the finished surface around the 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 fan is grounded as specified in manufacturer's instructions and that wires are connected properly (white wire to white wire and black wire to black wire). Page 39 2M.w DETAIL 6.4 Phone Cable Crossover for Multi -Section Homes Notes. 1. Connect blue to blue, red to red, yellow to yellow, and green to green. 2. Do not strip the individual wires. 3. Insert the same color wires into the connector, then using channel lock pliers, press the round portion to make the connection. DETAIL 6.5A 4 cond. 24 ga. Phone cable .I Bottom Red UR Scotch Lock Connector ��— (Typical) Continuous Ridge Vent Fasten ridge rail together with 3/8'x5' lag staggered from section to section for the E (Screws must be located at ridge blocking.) Install screws at 45 degree angle star 3' from the end and 2-1/2' from center of double section. (Flush heads with roof sheathing.) Ridge blocking 2M.04 Page 40 ruage ran DETAIL 6.513 Ridge. Vent Installation Instructions Figure 1 Ridge vent may be cut Center each ridge vent section over slot in roof. to any length desired Mark edge of ridge vent on roof on both sides at each end. r�ie• Maintain vent dimensions during installation Figure 2 Insert 'connect -or -seal' into end of ridge vent. Model •656 'connect -or -seal' to be'used at each end and as many connections as required. Figure 3 Roof Sheathing Rafters Apply shingle cap same as std. double section roof connection. Locate ends of ridge vent 1' min. from edge of roof. Shingle to Opening / Gabe to Overhang Figure 4 Nail 2 places on sealed end of ridge vent. Nail Tape Seal loosely until opposite end is sealed or adjoining vent is connected. Do not allow vent to 'spread Locate Vent on open' when nailing in place. Marked Line from 1' Shingle Fig. 1 Nail Typ. Figure 5 To make ridge vent connection, insert 'connect -or -seal' !ice approximately halfway into existing ridge vent. Insert by hand 2 nails into top of 'connect -or -seal' to hold in place while an additional section is being added. For all subsequent connection, repeat instructions. Nailed loosely from Fig. 4. Figure 6 Remove nails from Fig. 5 and butt ridge vent tightly together and seal joint with caulking. Nail at End of Both Ridge Vent Insert final 'connect -or -seal' in remaining . • Sections. open end before nailing down completely with 1' shingle nails. Page 41 2M.04 7— Preparation of appliances 7.1 Heating appliance — Not all homes contain a factory -installed heating appliance. Those homes that have been designed to accept a remote forced air - heating appliance must have a remote forced air - heating appliance installed to assure that the home remains in conformance with the HUD "Manufactured Home Construction and Safety Standards." If built to accept a remote forced air heating system, in addition to the foundation and tie -down requirements, the home must have the following installed: 1. The appropriate forced air -heating appliance. 2. All utility connections to the home. 3. The connecting ductwork. The cold air return duct must be connected to the factory installed cold air duct connection. 4. The thermostat for the forced air -heating appliance must contain an operating fan switch. 7.2 Clothes dryer vent — The clothes dryer must exhaust outside the exterior of the home or outside any perimeter foundation or skirting installed around it, through a moisture -lint exhaust system, as shown in WARNINGI Termination of the dryer exhaust underneath the home can cause condensation and moisture damage to the home. Lint and dust accumulation can ignite, causing a fire. A FIRE MAY RESULT IN SERIOUS INJURY OR DEATH. Periodically check for and remove accumu- lated lint and dust. EXTERIOR SIDING Figure 7.1. Do not let the exhaust system terminate under the home where excess moisture or flammable material can accumulate. Install a metal duct after the home is set up at the site. Hold the duct in place with metal straps spaced 2 feet on centers secured to the bottom of the floor joists or frame. Vent openings are located in either the wall or the floor. After the duct is installed, seal the openings, inside and outside, with approved duct tape or equivalent. Follow the dryer manufacturer's instructions for installing the exhaust system. If the home did not come equipped with a gas dryer, remember that installing one requires substantial alteration to the home. Gas supply piping and adequate venting must be provided as specified by the gas dryer manufacturer. Only a trained and experienced person shall install a gas dryer. Cutting major structural elements (such as rafters or floor joists) to allow for a gas dryer installation is not permissible. 7.3 Comfort cooling systems — Only qualified personnel may install any comfort cooling system not provided with the home. Follow the manufacturer's installation instructions and conform to all local codes. 7.3.1 Air conditioners — The air distribution system of this home has been designed for a central air conditioning system. Equipment installed must not exceed the rating shown on the home's compliance certificate. The manufacturer does not recommend installing window air conditioning units. The home's electrical distribution panel may contain optional factory -installed circuits for air conditioning. The maximum full load ampere draw for the desired air conditioning unit must not exceed the circuit rating shown. Electrical circuits within the home may not have been sized for the additional load of non -factory - installed air conditioning, and a separate outside electrical supply may have to be provided. 11ICIIki *lei! CLOTHES DRYER EXHAUST SIDEWALL HOOD DRYER EXHAUST THROUGH SIDEWALL /FRONT VIEW) CAUTIOK INSTALLATION OF THE EXHAUST SYSTEM MUST BE M ACCORDANCE WITH THE DRYER MANUFACTURER'S INSTRUCTIONS. 2M.04 HOOD TO BE IISTALU OUTSIDE OF SKWTCHM Page 42 DRYER EXHAUST THROUGHT BOTTOWCOVERING FRO IE 1 CAUTION. THIS EXHAUST SYSTEM MUST NOT TERMINATE UNDER THE HOME Any field -installed wiring beyond the junction box must include a fused disconnect located within sight of the condensing unit. The maximum fuse size is marked on the condenser data plate. Local codes will determine the acceptability of the air conditioning equipment, rating, location of disconnect means, fuse -type branch circuit protection, and connections to the equipment. "A -coil" air conditioning units must be compatible and listed for use with the furnace in the home. Follow the air conditioner manufacturers installation instructions. If a remote (self-contained) air conditioner (cooling coil and blower are located outside the home, see Figure 7.2) is to be connected to the heating supply duct, install an automatic damper between the fumace and the home's air duct system, and another between the remote unit and the home's air duct system. Secure the duct system leading from the remote unit to the home, and do not allow it to touch the. ground. Insulate ducts with material of thermal resistance (R) not less than 4, and a perm rating of not more than 1 perm. Connect the duct carrying air to the home to the main duct at a point where there are approximately as many registers forward of the connection as there are to the rear. Locate the return air duct in the center of the home. Check to be sure that a rigid base has been pro- vided to evenly distribute the coolers weight over several rafters. Tightly seal all roof penetrations and the boot connecting the cooler to the roof/ceiling opening to prevent leakage of water into and cool air' out of the home. Connect the cooler to an external water supply and attach an overflow hose to its accumulation pan to route overflow water away from the home. Do not attach guy wires to roof vents, flues or other items protruding from the roof. To eliminate potential leaks, route guys wires over the side of the home and attach them to the roof rafter edge rails rather than the roof itself. Seal all fastener penetrations. FIGURE 7.2 REMOTE AIR COOLING OR HEATING EQUIPMENT DUCT ABR COOLING OR HEATING EOUPIJEWI SONG E - SECTION FLEXELE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND ABN COOLING OR HEATING EOUPLONT DUCT DUCT MULTI - SECTION Do not cut or damage floor joists. Return air and supply ducts are sized to fit between the floor joists. Replace insulation removed during the installation, and seal the bottom covering around the duct connections. Direct all condensation runoff away from the home by connecting a hose to the equipment runoff outlet or by other means specified by the equipment manufacturer. 7.3.2 Heat Pumps — Install heat pumps according to the heat pump manufacturers instructions. 7.3.3 Evaporative Coolers — Install a roof - mounted cooler following the evaporative cooler manufacturers instructions. In the absence of instructions, proceed as follows: Using wire nuts, connect the wires from the roof - mounted junction box as shown in Figure 7.3, and replace the cover on the box. FIGURE 7.3 7.4 Chimneys and air inlets — Fireplaces, wood stoves and some gas water heaters require on-site installation of combustion air inlets. Fireplaces and wood stoves require on-site installation of additional section(s) of approved, listed chimney pipe, spark arrestor and rain cap assembly (see 7.4). Page 43 2ODO.ON 7.4.1 Minimum extensions above the roof — To assure sufficient draft for proper operation, extend the finished chimney at least 3 feet above the highest point where it penetrates the roof and at least 2 feet higher than any building or other obstruction located within a horizontal distance of 10 feet. If the site has obstructions within 10 feet of the chimney, the installer may have to provide an additional section of chimney pipe. 7.4.2 Assembly and sealing sequence — WARNING! Chimneys and hearths that are incomplete could cause a fire if they are used prior to completion. A FIRE MAY RESULT IN SERIOUS INJURY OR DEATH. The chimney, combustion air ducts and hearth must be installed before the fireplace is used; FIGURE 7.4 3 -FOOT MINIMUM ATTIC CEILING SUPPORT BOX COLLAR ABOVE SNOW LEVEL OVER BASEMENT OR CRAWL SPACE INSTALLATION ZM.a Remove the protective materials covering the roof flashing and any foreign material from the installed part of the chimney. All parts required for a typical installation and instructions for their installation are provided with the home. When a fireplace is factory -installed such that the firebox is in one section of a multi -section home and the hearth in the adjacent section, the hearth cannot be factory -installed. Therefore, the hearth must be shipped with the unit and field installed in strict compliance with the fireplace manufacturer's in- stallation instructions 7.4.3 Combustion air duct inlets — Combustion air-intake ducts end just below the bottom covering of the floor. They must be extended to the outside when the home has a basement or crawl space. These added ducts are not supplied, but they may be purchased at the local hardware store. The fireplace manufacturer's instructions for installing combustion air ducts are placed in the fire- place/stove or with the chimney parts. Do not allow the combustion air inlet to drop material from the hearth beneath the home. Locate the inlet damper above the expected snow level, as shown in Figure 7.4. 7.5 Range, cook -top and oven venting — If the home is equipped with a combination range, cook-top/grill or oven that contains its own exhaust system, route the exhaust so that it does not exit under the home. Connect metallic duct between the elbow protruding from the floor and the termination fitting, and support it according to the manufacturer's installation instructions. 8 — Utility system connection and testing 8.1 Proper procedure — Consult the local authority before connecting any utilities. Only qualified installers, familiar with local codes and licensed where required, shall make utility connections and conduct tests. 8.2 Water supply Page 44 8.2.1 Maximum supply pressure — The water system for the home was designed for a maximum inlet pressure of 80 pounds per square inch. If the home is located in a water district where the local water supply pressure exceeds 80 pounds per square inch, install a pressure -reducing valve. 8.2.2 Connection procedures 8.2.2.1 To supply main — Connect the home's water system to the water source through the inlet located under the home, usually below the water heater compartment. A tag on the side of the home marks its location. 8.2.2.2 Mandatory Shut-off valve — An accessible full -flow shut-off valve (gate or ball valve) must be installed between the water supply and the inlet, as shown in Figure 8.1. 8.2.2.3 Crossovers — Multi -section homes with plumbing in both sections require crossover con- nections, as shown in Figure 8.2. Remove the shipping caps from the water lines and install the crossover connectors provided with the home. FIGURE 8.1 MASTER WATER SHUT-OFF WATER HEATER OVER FLOW PIPE TYPICAL HOSE BIB I I ADO AT MSTALLATION MOT SUPPLIED BY HOME MANUFACTURER) -POLYBUTYLENE. COPPER OR GALVANIZED PIPE SERVICE CONNECTION MOT SUPPLIED BY HOME MANUFACTURER) NOTE - THE MAIN SHUT-OFF VALVE IS NOT SUPPLED BY THE MANUFACTURER. BUT MUST BE INSTALLED ON THE SYSTEM TO COMPLY WITH THE FEDERAL CONSTRUCTION AND SAFETY STANDARDS. 8.2.3 Freezing protection 8.2.3.1 Necessity — In areas subject to freezing temperatures, protect exposed sections of water supply piping, shut-off valves, pressure reducers, and pipes in a water heater compartments with a non -insulated door. Otherwise, burst pipes and costly damage may result. WARNINGI Improperly designed or installed heat tapes can cause a fire. A FIRE MAY RESULT IN SERIOUS INJURY OR DEATH. Use only heat tapes listed by a nationally recognized testing laboratory for use with manufactured homes, and install them only in accordance with the manufacturer's instructions. Page 45 2000.01 8.2.3.2 Use of heat tape — Heat tapes (either automatic or non -automatic) can protect exposed plumbing from freezing. Plug the 3 -wire, grounded cord set of the heat tape into the outlet located under the home near the water supply inlet 8.2.3.2.1 Automatic heat tape — This tape (with a thermostat) is approved for installation on all types of water pipe, including plastic. According to the manufacturers instructions,. secure it to the pipe, insulate it, and weather- proof it. 8.2.3.2.2 Non -automatic heat tape — This tape (without a thermostat) may not be ap- proved for plastic pipe unless it is left exposed, with no outer wrap of insulation. Installation is otherwise the same as with the automatic heat tape. 8.2.3.3 Freezing protection for unoccupied homes — If the home is to be left unheated in cold weather tum off the water heater, and then drain the water lines and blow them clear with compressed air to prevent damage from freezing. FIGURE 8.2 TYPICAL' WATER LINE CROSSOVER MATING LINE INSPECTION COVERS SO CONNECTION CAN BE MADE AND INSULATED AFTER SECTIONS ARE SET UP AND BLOCKED. CAUTION, IF FREEZING CONDITIONS EXIST, WRAP WATER CONNECTOR WITH INSULATION. USE WATER CONNECTORS SUPPLIED BY MANUFACTURER WHERE APPLICABLE. 8.2.4 Test procedure — Even though the water system was tested at the factory, it must be rechecked for leaks at the installation site. Close all water faucets, spigots and toilet -tank float valves, and use one of the following procedures: 8.2.4.1 Hydrostatic — Be sure the water heater tank is full of water. Pressurize the system with water at 100 psi, and then isolate it from the pressure source. The system must hold this pressure for at least 15 minutes without any loss. If the pressure falls off, locate and correct any leaks and then retest the system. 8.2.4.2 Pneumatic — CAUTION. If this procedure is used, the hot water tank must be bypassed by hooking its cold inlet and hot outlet lines together. This method will protect the hot water tank from damage and protect those involved in the test from possible injury. Connect an air pump and pressure gauge to the water inlet and pressurize the system to 100 psi. Isolate the pressure source from the system. The gauge must stand for at least 15 minutes with no drop in pressure. If there is a drop in pressure, locate any leaks by applying soapy water to the connections and looking for bubbles. Correct any leaks indicated by the bubbles, repeating the procedure until all have been eliminated. Reconnect the water heater and the water supply. 8.2.4.3 Use only hydrostatic test on CPVC systems. 8.3 Drainage System 8.3.1 Assembly and support — Because of the remoteness of the plumbing fixtures or to protect the drainage system from over the road damage it is sometimes necessary to assemble any under - the -floor piping on site after the home has been set on its foundation and the be -down operation is complete. If portions of the drainage system were not installed at the factory, all materials and diagrams required to complete it have been shipped as loose items in the home. The completion of the drain, vent and waste systems shall be done by personnel who have been properly trained in the plumbing trade and the solvent welding of ABS pipe. The following steps, if done in the order shown, will result in a completed system that will perform as designed. Start at the most remote end and work toward the outlet, supporting the piping with Page 46 2M.04 temporary blocking to achieve the proper slope (see 8.3.2). Assemble the complete system as shown on the diagram without using any solvent cement. At this point check all of the following: 1. Check that all fittings are in proper alignment. 2. Check that all pipes have been cut square and have been deburred. 3. Check that all piping is supported at 4 feet or less with a slope between 1/8 inch and % inch perfoot 8.3.2 Proper slopes and connector sizes — Drain lines must slope at least 1/4 inch fall per foot of run unless otherwise noted on the schematic diagram (see Figure 8.3). Exception: 1/8 -inch fall per foot is allowed when a clean out is installed at the upper end of the run. Connect the main drain line to the site sewer hookup using an approved coupler (see Figure 8.4). When the entre system has been completed, install permanent drain line supports at 4 feet on center, as shown in Figure 8.4. Hangers may be secured to any frame member, or to the wood floor joists that can be located just above the bottom covering material. 8.3.3 Solvent welding procedures — The solvent cement used to assemble the drain lines must be compatible with the pipe installed in the home. Follow the manufacturer's instructions on the container and complete the permanent connection of all pipe and fittings, again starting at the most remote fixture. 8.3.4 Crossovers — Connect multi -section home drainage line crossovers that have been plant installed as shown in Figure 8.3. FIGURE 8.3 FIGURE 8.4 EXAMPLE PIPE AND SUPPLIED FLOOR I I_ SUPPORT STRAP AT A MAXIMUM OF 4 FOOT ON CENTER CAP AND CHAIN )VED COUPLER SEWER HOOK UP .ARRNOTEOW SHOWS SLOPE DIRECTION OF FLOW. MIN. REQUIRED SLOPE IS 1/4 INCH PER FOOT. (2) 18d Neils Min, 2x3 Lumber t(2)eac mto FooriJoist ls(2) led NailsInto Floor Joisttaplesor Screws hSide Drain Pipe y.or Alum. Strip Min, 2x3 Lumber 8.3.5 Protection from freezing — The floor insulation provides freeze protection for fittings in the floor. If this insulation is removed during assembly or testing, replace it. If the home is to be left unheated in cold weather, pour approved antifreeze into P -traps at all fixtures and toilets. Fittings and piping outside the floor insulation may need insulation in cold climates. 8.3.6 Test procedure — Even though the drain- age system was tested at the factory, it must be rechecked for leaks at the installation site after all on-site connections have been completed. Plug all fixtures, sinks, showers, and tubs, and fill with water. Release the water in each fixture simultane- ously to obtain the maximum possible flow in the drain piping. Check all P -traps and the drain system for possible leaks. Repair any leaks and retest. Page 47 2000.01• 8.4 Gas supply WARNINGI Improperly connected. or modified fuel gas systems can cause fire or explosion. A FIRE OR EXPLOSION MAY RESULT IN SERIOUS INJURY OR DEATH. Qualified personnel must make all connections to and alterations of fuel gas systems, including installation of appliances. 8.4.1 Type of gas system furnished with home — All gas appliances in this home, includ- ing the heating system, are equipped for natural gas. If LP gas is to be used as the gas supply instead, a qualified service person must convert the appliances to LP gas following the instruc- tions provided by each appliance manufacturer. 8.4.2 Proper supply pressure — The gas piping system in the home has been de- signed for a pressure not to exceed 14 inches of water column (or 1/2 PSI). K gas from any supply source exceeds, or may ex- ceed this pressure, a pressure -reducing valve must be installed. To operate gas appli- ances safely and efficiently, do not exceed the designed pressure limitations. For natural gas systems, the incoming gas pressure shall re- main between 6 inches and 8 inches of water column. For LPG systems, the pressure shall be between 12 inches and 14 inches of water col- umn. FIGURE 8.5 TYPICAL GAS CROSSOVER DETAIL FLOW CROSSOVER SAME SIZE AS MAIN UNIT PIPE – CROSSOVER SHALL BE LISTED FOR EXTERIOR USE REMOVE DUST CAPS GAS CONNECTORS SUPPLIED BEFORE CONNECTING BY MANUFACTURER WHERE APPLICABLE 18d Nails �� Gah. or Alum Strip — Min. 1x3 Lumber /a M Mln. 2x3 Lumber (2) 18 Ga - 7/18•x 2• \ 12) Staples each Side Staples each end/ Galy. or Alum. Strip 1• Lumber) or 12) 18d Nails Drain Pipe 8.3.5 Protection from freezing — The floor insulation provides freeze protection for fittings in the floor. If this insulation is removed during assembly or testing, replace it. If the home is to be left unheated in cold weather, pour approved antifreeze into P -traps at all fixtures and toilets. Fittings and piping outside the floor insulation may need insulation in cold climates. 8.3.6 Test procedure — Even though the drain- age system was tested at the factory, it must be rechecked for leaks at the installation site after all on-site connections have been completed. Plug all fixtures, sinks, showers, and tubs, and fill with water. Release the water in each fixture simultane- ously to obtain the maximum possible flow in the drain piping. Check all P -traps and the drain system for possible leaks. Repair any leaks and retest. Page 47 2000.01• 8.4 Gas supply WARNINGI Improperly connected. or modified fuel gas systems can cause fire or explosion. A FIRE OR EXPLOSION MAY RESULT IN SERIOUS INJURY OR DEATH. Qualified personnel must make all connections to and alterations of fuel gas systems, including installation of appliances. 8.4.1 Type of gas system furnished with home — All gas appliances in this home, includ- ing the heating system, are equipped for natural gas. If LP gas is to be used as the gas supply instead, a qualified service person must convert the appliances to LP gas following the instruc- tions provided by each appliance manufacturer. 8.4.2 Proper supply pressure — The gas piping system in the home has been de- signed for a pressure not to exceed 14 inches of water column (or 1/2 PSI). K gas from any supply source exceeds, or may ex- ceed this pressure, a pressure -reducing valve must be installed. To operate gas appli- ances safely and efficiently, do not exceed the designed pressure limitations. For natural gas systems, the incoming gas pressure shall re- main between 6 inches and 8 inches of water column. For LPG systems, the pressure shall be between 12 inches and 14 inches of water col- umn. FIGURE 8.5 TYPICAL GAS CROSSOVER DETAIL FLOW CROSSOVER SAME SIZE AS MAIN UNIT PIPE – CROSSOVER SHALL BE LISTED FOR EXTERIOR USE REMOVE DUST CAPS GAS CONNECTORS SUPPLIED BEFORE CONNECTING BY MANUFACTURER WHERE APPLICABLE 8.4.3 Orifice for specific gases = Special orifices and regulators are required for each kind of gas and for altitudes above 3,000 feet See the instructions accompanying each gas - burning appliance for modification instructions. Before making any connections to the site supply, check the inlet offices of all gas appli- ances to ensure they are correctly set up for the type of gas to be supplied. 8.4.4 Crossovers — Before performing any system tests or connecting the system to the gas supply, install the gas line crossover in multi -section homes as shown in Figure 8.5. All crossovers and fittings must be listed for manufactured housing exterior use and be the same size as the main unit pipe. Do not use tools to connect or remove the quick disconnect connector. 8.4.5 Test procedure — Even though the gas system was tested at the factory, it is essential that it be rechecked for leaks at the site. Do not apply pressures in excess of those specked below, or the gas valves and/or pressure regulators may be damaged. Conduct one of the following two tests when the air and piping temperatures are nearly equal and will remain stable. 8.4.5.1 Piping Only Test — Close all appliance shut-off valves. Attach a pressure gauge calibrated in ounces to the home's gas inlet. Pressurize the system with air to at least 3 psi (48 oz.). Isolate the pressure source from the system. The gauge must stand for at least 10 minutes with no drop in pressure. If any pressure loss occurs, check all joints in the piping system and at all shut-off valves with soapy water or a bubble solution until the leaks are located. Repair the leaks and retest until the pressure holds. 8.4.5.2 Test of entire system — Close all gas equipment controls and pilot light valves according to the individual gas equipment manufacturer's instructions. Assure that gas shut-off valves for all gas equipment are in the OPEN position. Attach a pressure. gauge calibrated in ounces to the home's gas inlet. Pressurize the system with air to at least 6 oz. Check all gas shut-off valves and flex -line connections to valves and appliances for leaks using soapy water or a bubble solution. Do not bubble -check brass fittings with solutions containing ammonia. Repair any leaks found and retest. Close all equipment shut=off valves upon completion of the testing. 8.4.6 Connection procedures — Inspect gas appliance vents to ensure they have been connected to the appliance, and make sure that roof jacks are installed and have not come loose during transit. Have the gas system connected to the gas supply only by an authorized representative of the Gas Company. 8.4.7 Gas appliance start-up procedures — One at a time, open each equipment shut-off valve, light pilots and adjust burners according to each appliance manufacturers instructions. Make sure the water heater is filled with water before lighting its pilot: Check the operation of the furnace and water heater thermostats, and set them to the desired temperatures. 8.5 Heating oil systems — Homes equipped with oil - burning furnaces must have their oil supply tank and piping installed on site. The manufacturer does not supply these items. Consult the oil f imace manufacturer's instructions for proper pipe sizing and installation procedures. All oil storage tank and piping installations must meet all applicable local regulations and shall be made only by experienced, qualified personnel. Page 48 2M.w 8.5.1 Tank installation requirements — Unless the home is installed in a community with a centralized oil distribution system, an oil storage tank must be installed outside the home. Locate the tank where it is accessible for service.and supply, and safe from fire and other hazards. 8.5.1.1 Vaporizing (gravity -feed) furnaces — Install oil tanks that feed vaporizing -type oil furnaces so that oil flows freely by gravity. To achieve efficient gravity flow, install the tank so that its bottom is at least 8 inches above the level of the furnace's oil control and its top is within 8 feet of the oil control level. 8.5.1.2 Gun (pump -fed) furnaces — Since the furnace includes a fuel pump, the tank may be installed above or below ground. For tanks installed below ground, do not exceed the lifting capacity of the pump, extend the filler neck 1 foot above grade and provide a 1-1/4 inch diameter minimum vent pipe extending at least 2 feet above grade. 8.5.1.3 Sloping and draining requirements — Regardless of the type of oil furnace or the tank location, install the tank to provide a gradual slope toward the fill end or drain plug (if so equipped). This facilitates the pumping or draining of water or sludge. 8.5.2 Shut-off valve and fuel line filter —Install an accessible and approved manually operated shut-off valve at the oil tank outlet. Installing a suitable filter in the fuel line near the tank to trap dirt and water is recommended. 8.5.3 Leak test procedure — Before operating the systems, check for leaks in the tank and supply piping. Fill the tank to capacity with fuel and examine all points in the system for leakage. 8.5.4 Winterizing — Fuel oil specifically formulated for winter conditions is required to prevent the oil from jelling at low temperatures. 8.5.5 Hot water baseboard heat — All crossover connections shall be made with copper sweat fittings, copper unions or other approved metal connections. 8.6 Electricity — A large enough power supply must be available at the site. An inadequate power supply may result in improper operation of and possible damage to motors and appliances. It may also increase the electricity costs. 8.6.1 Description and rating of home wiring — The home is designed for connection to an electrical wiring system rated at 120/240 volt AC. The connection to the home panelboard is a 4 - wire feeder cable (unless the home is equipped with a factory -installed service meter base). The following paragraphs describe the wiring and grounding of electrical feeders; if the home is equipped with a factory -installed service meter base, skip directly to 8.6.4.3. 8.6.2 Feeder wire and junction box material and size — The feeder must contain four continuous insulated, color -coded, feeder conductors, one of which shall be an equipment grounding conductor. The current rating in amperes of the home can be found on the tag located on the outside next to the feeder or service entrance, and also on the electrical distribution panel. Using this information, determine the required size from Table 8.1 TABLE 8.1 These sizes are based on an ambient tem- perature of 86° Fahrenheit and do not take voltage drop into consideration. WARNINGI The neutral conductor must not be grounded in the distribution panelboard. GROUNDING OF THE NEUTRAL CONDUCTOR IN THE PANELBOARD MAY RESULT IN ELECTRICAL SHOCK OR POSSIBLE ELECTROCUTION. A qualified installer must make the connections for the electric power. 8.6.3 Grounding of homes with feeder con- nections 8.6.3.1 Grounding is required — The home must be properly grounded to protect the occu- pants. The only safe and approved method of grounding the home is through an electrical - isolated grounding bar in the manufactured home distribution panelboard which grounds all non -current -carrying metal parts to the electri- cal system in the home at a single point. The ground conductor of the power supply feeder cable in tum connects the grounding bar to a good electrical ground back through the power supply system. This means that for 120/240 volt service, you must have a 4 -wire power supply feeder cable. IT IS EXTREMELY IMPORTANT THAT THE NEUTRAL CONNECTOR NOT BE GROUNDED IN THE MANUFACTURED HOME DISTRIBUTION PANELBOARD. 8.6.3.2 Procedure — The ground con- ductor of the power supply feeder cable must connect the grounding bar to a good electrical ground. Follow the feeder connection proce- dures described in 8.6.4.1 and 8.6.4.2 MAIN BREAKER SIZE IN PANEL BOX AMPS ELECTRICAL FEEDER AND EQUIPMENT SIZES MAXIMUM CALCULATED NEUTRAL FEEDER LOAD AMPS MINIMUM SIZES JUNCTION BOX INCHES CONDUIT DIAMETER INCHES POWER RED OR BLACK NEUTRAL WHITE GROUNDING GREEN COPPER ALUMINUM COPPER ALUMINUM COPPER ALUMINUM COPPER ALUMINUM 100 10X10X4 11/4 11/2 #3 #1 # 3 #1 #8 #6 100 150 10X12X4 11/2 2 # 1/0 # 3/0 #2 # 1/0 #6 #4 115 200 12X12X4 2 2 # 3/0 # 250 MCM #2 # 1/0 #6 #4 115 Page 49 2M.04 to achieve proper grounding. (Exception: Homes with a factory -installed service meter base must be grounded differently. Refer to the specific instructions in 8.6.4.3 if applicable.) Isolate (insulate) the grounded circuit conductor (neutral or white wire) from the grounding con- ductors (green wires) and from equipment en- closures and other grounded parts. Isolate (in- sulate) the neutral circuit terminals in the distri- bution panel board and in ranges, clothes dry- ers, and counter -mounted cooking units from the equipment enclosure. Bonding screws, straps or buses in the distribution panel board or in appliances have been removed and dis- carded at the manufacturing facility. The installer may provide the required continu- ity of ground between sections of multi -section homes through a metallic roof or siding, or by bolting outriggers together. When the outrig- gers or other overlapping metal joints of ad- joining sections are not bolted together on houses with shingle roofs and non-metallic siding, install a ground wire connection be- tween the metal frame members. This bonding FIGURE 8.6 ELECTRICAL FEEDER CONNECTION MAIN PANEL BOX 2M.w GROUND TO METAL FRAME GREEN- GROUND BLACK - POWER BLACK OR RED - POWER WHITE - NEUTRAL TO SERVICE ENTRANCE (METER BASE) Page 50 connection is commonly made with a #8 AWG bare copper wire or other approved positive connection between the parts (see Figure 8.9), using the approved grounding lugs with bolts, star washers and nuts, or self -tapping screws that are shipped with the home. 8.6.3.3 Unacceptable methods of grounding homes — Grounding to a rod, a water pipe, or through the home's hitch caster will not satisfy the important grounding re- quirement. Never use the neutral conductor of the feeder cable as a ground wire. Do not ground the neutral bar in the electrical distribu- tion panel. 8.6.4 Only .a qualified installer using one of the following methods shall make connections — Any method that does not provide a ground wire connection from the service entrance to the ground bar in the distribution panel board is not acceptable. Refer to Figure 8.6. WARNINGI Installation of the electric power to the home can cause exposure to live electrical circuits. EXPOSURE TO LIVE ELECTRICAL CIRCUITS MAY RESULT IN SEVERE SHOCK OR POSSIBLE ELECTROCUTION. A qualified installer must make the connections for the electric power. 8.6.4.1 Mast weatherhead feeder — The routing, connection, and support of the service drop must meet local codes. Homes equipped this way contain all necessary conduit to the electrical distribution panel. However, the four feeder conductors (not provided) must be in- stalled on site. If the masthead is located above the roof overhang, allow a minimum clearance of 8 feet above all roof points, which the con- ductors pass over. There are two exceptions to this rule: (1) The vertical clearance may be re- duced to 3 feet if the roof has a minimum slope of 4 in 12; and (2) The vertical clearance may be reduced to 18 inches if no more than 4 feet of service -drop conductors pass above the roof overhang, and if they terminate at a through - the -roof raceway or approved support. A mini- mum clearance must also be provided from the final grade to the service -drop conductors. This measurement may vary from 10 feet to 18 feet, depending on the types of traffic anticipated below the service drop (refer to the National Electric Code). Unless impractical, locate service heads above the point of attachment of the service -drop conductors and make them rain -tight. If individual conductors do not extend downward, form drip loops. 8.6.4.2 Underside junction box feeder — A conduit from the main panel board to the underside of the home allows for installing an approved junction box or fitting, which must be used. Install properly sized conductors from the main power supply to the panel board. Refer to Table 8.1 for the conductor and junction box requirements. The homeowner or installer must provide the supply connection including the four feeder conductors, junction box and con- duit connectors. Protect conductors emerging from the ground from a minimum of 18" below grade to 8 feet above grade, or,to the point of entrance to the home. The distance meas- ured from the top surface of a buried cable, conduit, or raceway to the finished grade must meet the minimum burial requirements outlined in the National Electric Code. Use a moisture - proof bushing at the end of the conduit from which the buried cable emerges. 8.6.4.3 Grounding of homes with service meter base. When a factory -installed service meter base is provided on the home, a grounding electrode conductor and a ground wire must be installed as detailed in Figure 8.7. 8.6.5 Crossover connections — For multi - section homes, refer to Figure 8.8 for typical crossover wiring connections (located along the centerline between the sections). Crossover locations can be distinguished by metal junction boxes or access cover panels. Remove these panels and connect the enclosed wires as illustrated in Figure 8.8. Some crossover connectors plug together and do not require junction boxes. FIGURE 8.7 GROUNDING CONDUCTOR INSTALLATION METER BASE NOTE ACCESS FOR TER IF THE HOME HAS METER BASE INSTALLED AT THECr MANUFACTURING FACILITY, A GROUND WIRE AND m 0 PULL BOXz GROUND ELECTRODE MUST BE INSTALLED. o cv GROUND LUG •8 MIN BARE COPPE SERVICE ENTRANCE EMT C OR UTILITY GROUNDING WIRE CONNECTIONS CLAMP SUITABLE FOR DIRECT BURIAL. GROUND LOCATE FLUSH WITH OR BEL/____TEVEL GROUND LEVEL. 5/8 INCH MINIMUM DIAMETER SOLID IRON OR 3/4 INCH MINIMUM TRADE T SIZE GALVANIZED PIPE ELECTRODE. ELECTRODE SHALL BE DRIVEN TO A DEPTH OF NOT LESS �J/ 8' - 0' MINIMUM THAN 8 FEET SO THAT AT LEAST 8 FEET OF THE / ELECTRODE LENGTH ELECTRODE IS IN CONTACT WITH THE SOIL. . 1-1 WHEN ROCK BOTTOM IS ENCOUNTERED, THE ELECTRODE CAN BE DRIVEN NOT TO EXCEED 45 DEGREES FROM VERTICAL OR BURIED IN A TRENCH THAT IS AT LEAST 2 1/2 FEET DEEP. Page 51 Z=.a When the mating section contains a bathroom which requires Ground Fault Circuit Interrupter (GFCI) protection for the receptacle, it is important that the bathroom circuit wiring be connected to the proper GFCI protected circuit in the. power supply panel. Multi -section bonding — Bonding between the sections of a home with metal siding or a metal roof is provided by the overlapping metal joints fastened with metal screws. Bonding between sections of a home with non-metallic siding and a non=metallic FIGURE 8.8 roof must be accomplished at set-up by connecting a #8 AWG bare copper wire between the metal frame members using the approved grounding lugs with bolts, star washers and nuts, or self -tapping screws that are shipped with the home. Refer to Figure 8.9. 8.6.6 System test procedures and equipment 8.6.6.1 Pre -connection tests — Conduct both of the following tests before any electrical power is supplied to the home: CONDUCTORS FROM DISTRIBUTION PANEL BRANCH CIRCUIT CONDUCTORS, WITH SUFFICIENT BOARD TERIMINATED IN JUNCTION BOX. LENGTH FOR CROSSOVER, COILED IN JUNCTION BOX. JUNCTION BOX-..[_jJUNCTION BOX I ACCE FLEXIBLE CONDUIT SHIPPED LOOSE FOR FIELD INSTALLATION. IN FLOOR -ALTERNATE CONDUCTORS FROM DISTRIBUTION PANEL BOARD TERMINATED IN JUNCTION BOX. NM CABLE FOR BRANCH CIRCUITS, \ WITH SUFFICIENT LENGTH FOR CROSSOVER, JUNCTION BOX F COILED ABOVE ACCESS PANEL. ACCESS PANELS FASTEN SCREWS. WORDS •ELEC. PANELS. DADO JOIST FOR NM CABLE. IN FLOOR -ALTERNATE FLOOR DECKING NM CABLE CONNECT BOTTOM BOARD 2M.0. NJ I - FACTORY INSTALLED WIRE PROTECTORS IN WALL -ALTERNATE Page 52 Z UI u CONDUCTORS FROM UISIR19LITIUN, PANEL BOARD -- -- FLOOR DECKING 01 \ 1 -- JUNCTION 136A OR 14M CABLE CONNECTOR ( SECURELY FASTEN TO JOIST AFTER FIELD CONNECTION ) NOTE 111E HOME MAY BE SKIPPED W1111 014E OR MORE PLUG-IN CONNEC10RS. THESE CONNFCTORS ARE TO FIE �NAPPFD TOGETHER ON SET—UP. CONNECTORS WILL BE COLOR CODED AND/OR TAGGED TO PREVEN1 MIXING Or' QRCUITS Ilttlp I%�Ilt f W FMER!,L MANUFACTURS(ICj Q 110US114G CONSTAt1040I.1 G SAFE) Y S1 ,1 It`.i.►IpS �;s I �I E i3 U s 'c'Oil; u �t F a_ C= 0 _ l3 • a- NIJ CABLE FOR BRANCH CIRCUITS, WITH SUFFICIC NT LENGTH FOR CROSSOVER COILED ABOVE ACCESS PANEL —T FIELD APPLIED ACCESS PANEL,' ATTACIIEU TO WOOD MEMBEfiS WITH CORROSION RESISTA14T #8 X 3" W000 SCREWS tN:'I[_NS SV: u — OPT I:LECIRI;_AL CROS'.OVFR _ 049.011 n..'rM h-1 .14+c crrtct Lwa uuc f9LLm Ldi A_ -Dry AL Lo ftt.9kIlk !LoislHill'.LIYIw,! OPUS.. FIGURE 8.9 8.6.6.1.1 Circuit conductor continu- ity — Conduct a continuity test by placing all branch circuit breakers and switches controlling individual outlets in the "on" position. The test shall give no evidence of a connection between any of the supply conductors (including the neutral) and the grounding circuit. A flashlight continuity tester may be used. 8.6.6.1.2 Grounding continuity — Us- ing a continuity tester test non -current - carrying metal parts to assure continuity to ground. The parts to be checked include: • appliance enclosures, includ- ing fans • fixture enclosures and cano- pies • metal siding and roofs • metal water supply and gas lines • metal ducts (except foil cov-. ered insulated ducts) • the home's frame On multi -section homes, perform this test only after completing all electrical and bonding !connections between the sec- tions. NOTE: Grounding is not required on the metal inlet of a plastic water system or on plumbing fixtures such as tubs, fau- cets, shower risers, and metal sinks when they are connected only to plastic water and drain piping. 8.6.6.2 Post -connection tests — Conduct the following tests after turning on the main cir- cuit breaker and each individual circuit breaker. Page 5.k 2M.a Energizing the water heater before the water heater is filled with water will cause; the water heater element to burn out, an event not covered by the warranty. Allow the water heater to fill completely before activating the water heater circuit. 8.6.6.2.1 Polarity and grounding of receptacles — With receptacle and lighting circuits energized, check the polarity and grounding of each 120 -volt receptacle and light socket using a polarity tester capable of determining an incorrect wiring configuration. A conversion device may be required to test various fixture bulb sizes and oubet configurations. Investigate any indication of reversed polarity, open grounds or shorts, and correct them. 8.6.6:2.2 Ground Fault . Circuit Interruption (GFCI) — Make certain that all receptacles requiring GFCI protection are in fact on the correct circuit(s). Check each ground fault circuit interrupter device by pushing the test button to determine if the power route to the receptacle has been interrupted, or follow the manufacturers instructions. Replace any GFCI that does not operate property. 8.6.6.2.3 Operational checks — Check all light fixtures by placing a bulb in the socket and turning the switch on and off. Using a pigtail light, check all 240 -volt receptacles to determine if both. legs of the circuit are powered. Check all 120 -volt receptacles to be sure that each is operational. Switched receptacles require, the switch to be turned on and off. Itis. not necessary to check appliances, but their power sources must be assured. Failure of any electrical wiring or fixtures requires repair and re -testing. Check smoke detectors to be sure they are operational (test per smoke detector manufacturers instructions). If a smoke detector was shipped loose with the home, locate it, plug it in and check operation. 9 — Final inspection To make sure that no items have been overlooked and that all work was done properly, make a final inspection when the home installation is complete. Place special emphasis on the following "checklist" items: 9.1 Water and drain systems — All water and drain systems work properly and do not leak. 9.2 Appliance function and operation — Appliances have been tested and work properly. 9.3 Windows, doors and drawers — All windows, doors and drawers work properly. 9.4 Exit windows — One window in each bedroom is designated as a secondary exit (egress) to be used in case of emergency. Each exit window is labeled as such with operating instructions. All shipping hardware must be removed, and the window shall operate as explained in the window manufacturers instructions. Check each window to assure it opens properly. 9.5 Exterior siding and trim — There are no gaps, voids, or missing fasteners, all seams are sealed, and hardboard edges are sealed. 9.6 Stack heads and vent pipe flashing on the roof — All stack head or vent pipe flashings are properly attached and sealed. 9.7 Composition roof — All shingles are properly attached, none are loose or missing, and all holes are filled. 9.8 Skirt venting — The skirting around the home has vents along a minimum of 3 sides at each comer to cross -ventilate and keep the crawl space as dry as possible. See 5.5 for the total vent area required. 9.9 Low -hanging trees or bushes — If there are any low -hanging trees or bushes near the home, trim or cut them. In limiting their future growth, think about the plants' possible movement during windy conditions or under snow or ice loads. 9.10 Exhaust fan operation and airflow —Check all exhaust fans for proper operation and airflow. 9.11 Bottom covering — Carefully inspect the bottom covering of the home for loosening or tears from the installation of pipes or wires. 9.11.1 Bottom covering repair — A special material is fastened to the bottom side of the new home to provide a protective covering. This covering was inspected at the factory, but could have been damaged later. It is important that any areas that are damaged be sealed. 1. If the covering is a vinyl -coated material, use a vinyl patching material to repair tears or holes. 2. If the bottom covering is an asphalt - impregnated material, use a patch of the same material with beads of adhesive around the contact edges. When the overlay is positioned over the damaged area, it is fastened in position using an outward flare tacker. This requires a special tool designed to outward flare a 3/8 -inch crown staple with 1 -inch long legs through both the overlay and the bottom covering. The flaring action of this tool causes both materials to be tightly clenched together so that no other support is required. The spacing of these staples shall be no more than 6 inches apart around the perimeter of the overlay, with the second row placed inside approximating the edge of the damaged or cut area. 9.12 Ground cover — Repair any cuts or tears in the ground cover with tape. 9.13 Anchors and straps — Be sure the correct number of anchors has been installed at the proper spacing and alignment, and that all straps are tight. 9.14 Interior details — Inspect for and correct all interior finishing details, such as loose molding, carpet seams, etc. 9.15 Retailer inspection - The retailer's representative should inspect the home with the homeowner and brief the homeowner about maintaining the home. 10 — Relocating the home 10.1 Relocation of the home — If it is necessary to move the home, HAVE IT MOVED BY A PROFESSIONAL MANUFACTURED HOME MOVER, MAKE SURE HE USES ENOUGH TEMPORARY WOOD BLOCKING and check the following items: Page 5S 2M.0. 10.1.1 New zones —Check the roof and wind load and heating and cooling requirements at the new location. The home is designed for certain weather conditions and roof loads. See the zone maps included on the home Data Plate. Do not site or relocate the home in a zone requiring greater wind, roof load, or heating or cooling capabilities than those for which it was designed. (See 1.2, 1.4 and 3.1) 10. 1.2 Tires and axles — Replace any removed tires or axles as required by the manufacturer. Be sure that tires are inflated correctly, have at least 1/16 -inch tread, and do not have any cracks or splits. Inspect hitch and running gear connection welds for corrosion and repair as necessary. Check and repair bearings and brakes as necessary. 10.1.3 Appliances — Secure appliances to prevent movement during transportation. 10.1.4 Dust caps — Place dust caps on the ends of all pipe connections. 10.1.5 Blocking during storage —Any home placed in storage, including sales lots, must be immediately blocked under each I-beam, both at the rear of the home and midway between the axles and the hitch, to prevent excessive deflection and possible structural damage. 10.1.6 Transit of furniture and belongings — Substantial damage may result if furniture, personal belongings, setup materials or other items are stored in the home during transit. TRANSIT DAMAGE IS NOT COVERED UNDER THE WARRANTY. 10.1.7 Multi -section homes — Re -install temporary structural supports and bracing materials before moving the home. Cover open sides of sections with weatherproof material such as 6 -mil plastic sheeting. After the sections have been separated; secure 2 x 6 shipping braces at the front end and in the axle area. Place ridge beam supports in open areas per the manufacturer's instructions, or at a maximum of 12 feet on center if manufacturer's instructions are not available. 11 — Window and glass door protection 11.1 Windstorm Protection — As explained on the data plate, this home has not been equipped with storm shutters or other protective coverings for windows and glass door openings. For homes located in Wind Zones II or III, we strongly recommend that the home be made ready to be equipped with these devices in accordance with one of the methods illustrated in figure 11.1. WARNINGI Covering the windows and doors will block safe egress from the home in the event of a fire or other hazard. INOPERABLE EGRESS WINDOWS OR DOORS MAY RESULT IN SERIOUS INJURY OR DEATH. Do not occupy the home if the egress windows or doors are covered or otherwise inoperable. 11.1.2 Removals — After all danger is past, remove and store the protective materials for possible reuse. Permanently weatherproof all holes left from nails and debris. FIGURE 11.1 PROTECTION OF WINDOWS AND GLASS DOORS WIND ZONES II AND UI LUMBER METHOD SHORT SDE • 2X6 LENGTH (78• MAX) -------------- sHOfl SDE •2xBLENGTH MAXI BOTTOM FRAME MEMBER MAY BE OM"ED FOR SLDINS GLASS DOOR DETAL A weu Guss zx3 MAW AROUD WIDOW-"'I\U. o OR BETTER TYPICAL ID re X 5' WOOD SCREW EACH oD 7F ALL 2X6$ PLYWOOD METHOD Protected areas are to be covered with structural aloa%* The ---+roTM ar ewm--� Okkness and span ratings are shown in the table. The structural sheaftq shat be labeled'APA Rated Sheathing Estsior' or epevalsat The shoaftili shat be placed over do opening with ft Face gran ruraiq horizontal. Where any portion of any window or sliding glass door it within 3 feet from a cam / f it* he=, the opening shwuld be covered with two J/ ' layers o rhea@� wg each of whkb meets the requirements from the table. The first layer is fastened as shown Fasten the second layer DE.TWE Dskrg a n6iewao 40d renis tO.t3r diem. a S' long) at 3' on center SDa� OPENING WALL FRAMNG CLASS e . FACE GRAN ORM1gN 0 0 � ~~ sTRIRDnau A A v6 MTHNG SECTION A -A MAL �r 1401. FROM EDGEI OF MTHNO WIDTHni OF SHEATHING II FAGS ORDIRECTION REDLAREkENrs H - A (TYP CAU god NA1.8 OCf x 1.1.01111 DOLBLF HEADED NILS ARE RECOYBO® To FASTENPLYWOOD TO MAKE R EASER TO TEYOYE AFTER THE STORM Page 56 STRUCTURAL SFiATHBiG TO PROTECT WMOWS IN WO ZONES 1 AND CAM TO 38' SPAN RATING 15/32' Mill. 32/18 9T TO 48 29/32' NIL 48/24 4T TO 72 1-118' NN 08' O.C. Professional Engineers Seal 2000.04 1 1 NOTES NOTES 0-0 cHamplon HOME BUILDERS CO. Champion Homes Division P.O. Box 429 Lindsay, California 93247 Phone(559)562-4951 Fax (559) 562-1463 tl CHAMPION HOME BUILDERS CO. Corporate Headquarters 2701 University Dr., Suite 300 Auburn Hills, Michigan 48326 ©COPYRIGHT 1999 CHAMPION HOME BUILDERS CO. I OF 2 IN49.006-01A a FEDERAL MANUFACTURED D HOUSING CONSTRUCTION -U U 3 SAFETY STANDARDS NOV. 26, 2002 a Q m 02 p Setup and Installation Addend -um for SMOKE ALARM INSTALLATION & TESTING 2 OF 2 IN49.006-02A 1. BASEMENT INSTALLATION: IF THIS HOME IS DESIGNED 'FOR INSTALLATION OVER A BASEMENT, INSTALL THE FACTORY PROVIDED SMOKE ALARM TO THE ELECTRICAL JUNCTION BOX IN THE BASEMENT CEILING NEAP. THE BASEMENT STAIRWELL OPENING. THE SMOKE ALARM MUST BE INTER -CONNECTED TO OTHER FACTORY PROVIDED SMOKE ALARMS. FOLLOW THE SMOKE ALARM MANUFACTURER'S INSTALLATION INSTRUCTIONS PROVIDED. i. TESTING: INSPECT AND TEST ALL SMOKE ALARMS, INCLUDING ALARMS INSTALLED DURING THE SET-UP PROCESS, FOLLOWING THE SMOKE ALARM MANUFACTURER'S. INSTRUCTIONS PROVIDED. WHEN TESTING A SERIES - OF INTERCONNECTED UNITS, TEST EACH UNIT INDIVIDUALLY. MAKE SURE ALL UNITS ALARM WHEN EACH ONE IS TESTED. ANY SMOKE ALARM THAT DOES NOT MEET THE INSPECTION OR TESTING REQUIREMENTS OF THE MANUFACTURER NEEDS TO BE REPLACED AND RETESTED - C) FEDERAL MANUFACTURED D HOUSING CONSTRUCTION () : SAFETY STANDARDS ° NOV. 26, 2002 o Q < 02 0. TEL- 3 3 9 361 144 JAN. 1 4* 03 (TUE) 1 3N sunO9 CRAMP 1 0 FIGURE 5.6 FU A MVA MB WM AYWC ROOFWG CUM. 45 *m *shim SE 5J FSUZGM NWTION OR w i EOWALENT M PREVEW AIR *ITRAT)ON .. l o 1 1. 'A.: 1 e t, 01.a. NiFLAG SCREWS 37 O.C. STAGGERED OR 916' X F LAG SCREWS 24' O.C. STAGGERED ZX OR RIDGE BEAM 0 FOOM UWAXACTLWO) > a U HOUS24G CONSTRU=N -0 o &SAFETY STANDARDS O< CaNG PANE 23 m 1/2812003 c � I _elq_ c+,.. Oqv Sections of the venting system {dee not � been installed. Do not p appliance until all sections accordance assembled and installed w nth the manufacturer's instructions. A Plastic weather cap has been installed fortransportation purposes. This cap MU st be removed and the upperjGc[ Woof (crown) installed. prior to the igniting of this furnace. ow& ROML= o QFMERAL ANUF;CC "°A aFM�,QCS . FEB 0 3 2000 Q a_ Manufactured Home Factory 1_ Furnace must be installed per furnace installation instructions. 2_ Raaf Jack to be selected from Page 2 of these instructions. 3 Raof Jm* oess upper8cof lack crown), wiihweather cap to be installed as described an Figure Tat these instmctions_ 4. Upper Roof Jacek crown to be stored in a prominent location inside the manufactured home unci on-site installation_ E The four warning tags supplied must be ir5alled as follows: T o weathercap -To iuei line connection point (Gas) orfumace burner(OU) -To furnace fire door. (Gas) orfumace docr(Oii) -To furnace wall thermostat Manufactured Home Site 1. "Transit -mode weather cap must be removed and the upper Roof Jack crown instilled per Figures 7 and 8. Set aside the three screws removed with the can for use when securing the Root Jack crown. 2. Venting system warning tags must be removed and discarded. 3. Place the upper Roof Jack crown onto the flue pipe assembly. (See Figure 8.) The flue ccilarofthe transit cap must fit over the flue pipe of the flue assembly. Outercombustion air#eofthe Roof Jadkcruwn mus frt over the outer sleeve of the flue assembly. S;ide assemblies together. Observethatthe roof crown inner pipes are fully engaged orthe outer pipe bottoms out against. the rear of the roof fiashingg an stant roof applications. Secure in place -using the 3, #10 x 1/2' sheet metal screws removed in step 41.0a not use the 'same holes. which secured the rain cap in place-. c Upper Raot weATMM cAP Jack (Crown) I n � P.e 't�,..rER FLUIE PME Figure 7. l �I I ' CROWN INNE.9 AREA*:PE ' SCREWS CROWN OUTER PIP�� FLUE OUTER PIPREAR OF R ��FiASHING Figure & INSTALLER: PLEASE LEAVE THESE INSTALLATION INSTRUCTIONS- WITH THE HOMEOWNER. . al � l�llllll l� �I no��srso o f 7M94A 7=104 (R@0 7= 94M soacac u m enc Iwusvwknu mgoa in ctmrxp wiU>cut rwuce aid WMIU yrs kwurmo ab gwia= SL Louis. MG N003M Pttruw In U.SA (Orae) 0 0 d RIM SECTIONS OF 1HE VENTING SYSTEM HAVE NOT BEEN INSTALLED. DO NOT OPERATE THE APPLIANCE WTIL ALL SEGTIONS NAVE BEEN A55EMBLED AND INSTALLED IN ACCORDANCE WITH THE MANI.EAGTURER'S N51WGTIONS. WALL &EAIIER CAP PRIOR a 0 o- 0 M Z 0 d z u m o f EDERAI. MANUFACTUM M HOUSING CONSTRUCTION LJj = Q G SAFETY STANDARDS. 0 0 � � Q = 4 FEB 0 3 2Q00 23 FLUE A55EH13LY NIM At ROOF R PIPE TUE PIPE COW 11ER "TutcMECmt Crawl Cu MAX F iq� I I !i saoeve a5F;d LT----JL—Ti i I _L L---tj r I I ISaPPJt RDOF !JACK (CFO" / 11MALL At WE CP W -UP) .--KfMtD (WIFFLEO W WMR POOP JAW #AR Q MA"la+ _ROOF l/8 ON-51TE I115TALLA110N OF UPPER Poor JACK(GROUP) _mL,FURNACE UPPER RUUF JACK 041MSHIP LOOSE SET-UP 1MSLSS II. AMIAMSIX Mb full MWL 1t1cna rr 1. t!!L I-t/-tf01 cut. bell IqL I GNAt�pJON HOME HUII QERS CQ Nb r ►4Y M. tMIAT. Wbpu 1119 Building Permit Number: 03 1�iQZ Owner Name: t22 - Residential Construction Re uirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 URC), 1998 California Plumbing.Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, HN.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required - — Note:- We will normally acceptthe fallowing as,complance with the flood elevation requirements: I. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit . automatic entry and exit of floodwater. Page 1 of 2 Building Permit N tuber: Owner Name: Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. ❑ Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback oWAUTee from the side andLV St4let�from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 -o Ln cY) 14' t Utility Pole Utili y Po O 20' Ln We 5' 120 o CO N N f N 'ure -age I .4' 20' c� Future Shop I 5' WHE COUNTY 15' BUILDING DEPARTMENT I AP E -a s m.e nt N�t VY�r N 60' n PLANNING DIVISION- BUILDING PLAN APPROVAL Ln Use: O Date: S "30" Paring:Landscaping. Other ; a'3= BEDROOM ; 'MODEL 67q i 26'x 56' • .1 56 SQ.FT. NA5TER ; BEDROOM LIVIWS ROOM.. BEDROOM n V 6' X f1'-<' f8' -0' X t1'-4• PI-01 x W-01 Fo . ..• � 'v � ply, . z_rS-oma, LWtN ,x 0 $o- Ota. is RSFG J DWIi� ® � MOr3�ili�Y KITCHEN F� n'-s• x a•-4•. BEDROOM '3 OPT. LINO 10'-0 X 11'-4 ; a'3= BEDROOM ; 'MODEL 67q i 26'x 56' • .1 56 SQ.FT. Manufacture Year: 200 -'-1— Mobilehome Manufacturer: If other than single wide, furnish Setup Model Num'6i: Width: 2— 6 (ft.) Length: 6 ft.) Tagalong or Expando Size On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup.sheets. FOOTINGS: Wood pressure treated or foundation grade[ Other: SUPPORTS: Concrete block[ (]"Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line I e I Line 2 Line Main Beano ................................................................................................ Line2 2 Line I Line 3 Line 2 ................................................................................................. Main Beams Line 2 VLi,ne I _--Une 5 .... . . ....... Tag or Triple E�!Lime 4el Line 1 Piers: , Size minimum- I x r I Spacing maximum: From ends -.maximum: Line 1 Openings Size minimum: I ' -I x I z-,od. Each side of openings with width over: OD, Line 2 Piers: Line 4 Piers: Size minimum: [;L4 x Size minimum: I ]XI. I Spacing maximum: I 1 o Spacing maximum: From ends -maximum. From ends -maximum: Line 3 Roof Loads: Size minimum Fq Location (from front): �ii Line 5 Roof Loads: Size minimum: Location (from front): BUILDING DEPARTAWIENT OVER APX U n 1. Owner's Name: 2. Assessor's Parcel Number: 3. Installer's Name: 4. Is the site currently under permit? Yes[ ] NoNf Permit No._ 5. Is the site an existing site? Yes[ ] NoNl' (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? (O6Amperes. 7. What is the mobilehome site circuit breaker rating? 100 Amperes. 8. What is the electrical rating of the mobilehome site? Amperes. 9. Is the main service remote from the F:.lobilehome site? Yes[ ] No[ ] If it is, what is the rating? () Amperes.E 1 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[ ] If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propane[] None[ ] 12. Size of eas pipe at the mobilehome site from the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome?' 14. What is the mobilehome gas demand? I ' B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). . THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 8.5 ' u J Apr. S. 2003 10:55AM D & A Construction 08' U3(TUE) 10:U5 CHAMPION SUU09 559 562 146336 NOUN, vO 0LO W , m� v �J l.>.1 N o . 0 4 2 3 TEL:559 562 146336 TYP. Z6' BEAM SPACING TYP. BEAM 5PACING 6. Elearleal I lBin _ 1 ------ ---- ---- --------- 1 � ' 1 1 1 1 1 • ' 1 1 1 ' ' � , I , , , ' I 1 1 ED ED I , , , ' 1 T i 1 , 1 A � 1 1 J 1 ' ' ' ' ' ' 1 ED , 1 1 1 ED ED ED 1 1 ' ' ' � 1 1 , 1 1 1 , 1 , 1 ED ED M ED ' I ' i � I ' 1 ' 1 1 1 , I 1 1 I ?U El ' 1 1 1 I 1 Q M` � I ❑ rn ED 1 ITT 1 X ' M-0, m 1 ' r^ 1 7 o 0 UED ; 1 g 1 I 70 �1 1 I r, R 1 1 I o z 1 I ' ' , 1 E P 2 P. 001 rp X X r a9 Qp _ N N > X> 1 O OOa.�s'3 X X T -rT D " T-;oo ooL — 1ED El El 6` i -p 0 ..+ CA E E 0 -0 •E E K) 0 OED ED ED 1 T K S I m I m O ---- I 1 - N (P O -------------- >< X X _ (� — ..� X X X 3 mlj5, - 6 Llkoej � L /so BUTTE COUNTY MAY 2 2 1003 DEVELOPMENT SERVICES 2"x 2"x 3/1 b STEEL ANGLE DETAIL "A" CHASSIS FRAME 1/4" GRIPPER PLATE (2) REQUIRED 1/4- GRIPPER BASE 1/2-t3UNC-A307 x 4" BOLT WITH NUTS (4) REQUIRED 01 1/2" SCH 40 PIPF RISER WITH 81/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO !t/2" ADJUSTER HOLES ABESCO ABS PAD 1503 STEEL FRAME SEE DETAIL "A 8 3/8" CAZ ?LATED 9GLT. NUT.�..' WASHERCOUNTER BORED FLUSH WITH BOTTOM AT 8" O.C. (8) REQUIRED 1/4" STAND BASE ABESCO ABS PAD 1503 36" MAX TO BOTTOM OF lPAD 1 4 t 01/2"x 3" C.R. LOCK PIN WITH 01/8' BRIDGE PIN COACH "f." FIRAME- 2' CHANNEL - 1/4"xI-1/4" TEK STS (2) REQUIRED 1/4" GRIPPER BASE 1/2" A307 BOLT (2) REQUIRED 3/8"x 6"x 6 STEEL. PLATE 1/2' A307 BOLT (2) REQUIRED 10.00 —1 F 0 0 10.00 0 x 09/16 HOLE (TYP) - STAND BASE TOP VIEW i - COACH "J" FRAME - 1 /4" GRIPPER - 1/4 -xi -1/4 - PLATE /4"x1-1/4"PLATE TEK STSG (4) REQUIRED" 1/4 IP - ISE �r 1/2 �A307L! - (4) REQWRED ^ = 7. CC—BEAM J—BEAM IM Ic ATTACHMENT ATTACHMENT 8" 1/2' DIA. HOLE (8) PLACES IEE STEEL FRAME TOP VIEW iii STATE APPROVAL e0. I ICES 37" TUF-1 PERMANENT FOUNDATION SYSTEM ABESCO-GUS GUARD COWAW 5851 FLORIN - PBWWS ROAD SACRAMEWFO, CA 95823 PH:(800) 382-8831 FAX: (916) 383-5201 WAYNE T. POLVADO, PE—LISTING NO. F94249 SIIEET I of 3 N N CD Ln N m CD N r A CD w w Ln N CD v m U) 0 D G) m IN z l Z i:4 G U a' :pI< O O ,J o �l q 1 0 z 414 IIS WAYNE T. POLVADO, PE—LISTING NO. F94249 SIIEET I of 3 N N CD Ln N m CD N r A CD w w Ln N CD v m U) 0 D G) m IN CV m; w O a 0_ O U In w W a r` m Cv U-) m OD m m v n GENERAL NOTES GUS GUARD TUF-1 1. DESIGN LOADS: LIVE LOAD - 30 LB. FLOOR UVE LOAD - 40 PSF WIND LOAD - 60 MPH EXPOSURE "C" SEISMIC ZONE "4" * SNOW LOAD 100 PSF (SEE: NOTE 115) 2. THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. 3. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE "MOBILE HOME INSTALLATION INSTRUCTIONS". 4. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (O.S.) CAN OCCUR, MANUFACTURED HOME 51HALL DE READJUSTED WHEN OS EXCEEDS 1/4", OR WHEN IT WILL ADVERSELY AFFECT MDBILE HOME UNIT. 5. CARRY ALL FOOTINGS DOWN TO FIRM, UNDISTURBED SOIL FOOTINGS ARE DESIGNED FOR I,ODO PSF TOTAL LOAD SOIL PRESSURE, AND SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. COMPACTED SAND MAY BE USED TO FILL LOCAL VOIDS UNDER PADS. 6. STRUCTURAL STEEL FAORKATEO ACCORDING TO AISC SPECIFICATION. WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES -370 PLATES -ASTM A36 DOLTS -SAE GR 5=AS1M A449=ASTM A3725. 7. THE GUS GUARD ASSEMBUES SHOWN ON THIS PAGE SHALL BE LISTED AND LASM BY BSK AND ASSOCIATES FOR INE FOLLOWNIG LOADS. ALLOWABLE LOADS: HORFIZONTAL VERTICAL GUS GUARD TUF-1 22008 60001 GUS GUARD MGP PAD 22008 60008 GUS GUARD E -Z TIE PAD 22008 60008 8. DURING PRELIMINARY INSPECTION, THE ESTIMATOR SHALL ENSURE THAT MOBILE HOME CHASSIS BEAMS ARE OF STANDARD SECTION. 9. EXISTING COACHES MAY BE RETROFIT TED TO RESIST SEISMIC FORCES BY INSTALLING GUS GUARD TUF-1 UNITS AS SHOWN ON THIS PAGE Of TYPICAL FOUNDATION PLANS. 10. THE GUS GUARD TUF-1 • SYSTEMS ARE SAFE FOR INSTALLATION RN FLOOD t PLAIN AREAS WHERE DEPTH OF FLOODING DOES NOT EXCEED THE HEIGHT " OF THREE FEET. it. MULTIPLE UNIT INSTALLATION IS ACCEPTABLE PROVIDED THE NUMBER OF TUF-1 UNITS UNDER EACH UNIT IS THE SAME AS SHOWN REQUIRED PER EACH UNIT. 12. SINGLE -WIDE UNITS REQUIRE ADDITIONAL RESTRAINT. • (SEE SHEET #3) • 13. ALL METAL COLT MENTS AND ATTACHMENTS ITDIS SHAH BE PROTECTIVE COATED, 14. WHEN CONCRETE SLAB IS IN EXISTANCE, PAD IS NOT 16. FOUNDATION BLOCKS 16'x 16"x12" POURED IN PLACE AT GROUND LEVEL MAY BE USED AT fRSTA.LIIRS DISCRETION ALTERNATIVE TO PADS. -A SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES k -- E= -*E= 2' MIN. / 8' MAX. E= 2' M. / i 1' MAX _ 9:1- 1 S= 6' MIN. /16' MAX. S= 6' MINN.I/ 22' )LAX: VARIES 10'-70' (SEE TABLE ON SHEET 83) E --ja- S ►[�------ S ..f+ S LJ RIDGE BEAM SUPPORT AS Li ❑ REQUIRED BY MANUFACTURER a (TYPICAL) ❑ ❑ o E a 8' NOM. LlJ U 2 PADS. IN ANY PAIR MAY BE ROTATED 90 DEGREES OR OFFSET TO OTHER SIDE TO AVOID CLEARANCE PROBLEMS 0 22" �IA '1 ; a. REQUIRED. ANCHOR STAND TO CONCRETE SLAB WRN TUF-1 PERMANENT FOUR (4) 1/2"x 3 1/2' EXPANSION ANCHORS. FOUNDATION SYSTEM 15. GUS GUARD TUF-1 FOUNDATION SYSTEM PROVIDES ALLOWABLE SNOW LOAD TO IDD PSF WHEN INSTALLED ABESOO-GUS GUARD OOMPANY WITH EXIS71NG STANDARDS REQUIRED BY COACH 5851 FT OR1N- PFJUMS ROAD MANUFACTURER OR REPLACE THEM ON A ONE TO ONE BASIS. SACRAMENTO, CA 95923 PH: (800) 382-8831 FAX: (916) 383-5207 a ❑ IT9 STANDARD M.H. FOUNDATION N PIERS AS RECOMMENDED BY PVC SERIES THE MANUFACTURER OR THE SUPPORT ENGINEER. TYPICAL THROUGHOUT PAD (TYP) STATE APPROVAL �b a z x � 00 R 3� o O U au° `S's o Oy Q�5 U w z z �' WAYNE T. POLVADO, PE -LISTING NO. F94249 SHEET 2 of 3 e O U U) w w el F_ m 04 un m 00 m CD V N CD 19 CV Ill CD r-1 r-1 All 1/2"x 3 1/2" - EXPANSION ANCHOR (4) REQUIRED w)=!w CONCRETE PAD INSTALLATION CHASSIS FRAME 1/4" GRIPPER PLATE (2) REQUIRED 1/4" GRIPPER BASE — 1/2-13UNC-A307 x 4" BOLT WITH NUTS (4) REOUIRED 01 1/2" SC" 40 PIPE RISER WITH 01/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO 01/2" ADJUSTER HOLES ABESCO ABS PAD #503 STEEL FRAII 3/4." CIA. x 18' 111 1/2'x 8' LONG (4) REQUIRED ANCHOR BOLT 3/8" CAD PLATED BOLT, NUT & WASHER c (4) REQUIRED COUNTER BORED FLUSH WITH BOTTOM •: AT 8" O.C. \ (8) REQUIRED - o - `ur i rSl r_ r Fil POURED IN PLACE _ il , • CONCRETE FOUNDATION TL : t�L:,�ir_1tr]nTf_1lGy:�a llasl�'�rs1� 36" MAX TO BOTTOM OF PAD >• I 01/2'x 3" C.R LOCK PIN WITH 01/8" BRIDGE PIN 37' 1a 1/2' LIGHT HEAVY—WEIGHT`S PLASTIC PAD INSTALLATION mul n -Wipe UNIYS sQrcl a 1►IDB TTNTfs LENGTH OF WIDTH OF HOME LENGTH Of WIDTH OF HO HOME 24 26 28 41 HOI 10 12 ME 14 16 UP TO 44' 8 8 A 12 UP TO 44' 6 6 6 6 44'-1' to 66' 12 12 12 18 se' -1' to Bo 44'-1' to 66' 8 8. 8 8 20 20 20 21 66'-1" M to 10 10 10 10 NUMBER OF TUF-1 REQUIRED HUMBER Of TUII REQUIRED NOTE* SINGLE WIDE UNITS REQUIRE (4) E -Z TIE PADS. GUS GUARD TUF-1 PERS ARE TO BE PLACED AT APPROXAiMTELY EQUAL INTERVALS ALONG EACH FRAME RAIL. STATE APPROVAL IN jo .. ` .. 6.. .. ... .... . E A o J' �°:�1�+� 'ate A w IF MI � ► oCIO 0 OF c -' < 9 U TUF-1 PERMANENT ° Ea015 FOUNDATION SYSTEM z z o j FA13ES1CO-GUS GUARD COMPANY51 FLORIN - PERKINS ROAD q Ia WAYNE T. POLVADO, PE—LISTING NO. F94249 SHEET 3 o1 3 0 SITE PLAN REVIEW APPLICATION Date: - —22— O AP# \ ()2_9 — 13 -- 0 1 Permit Number (if applicable) D 3 -1 y 9 "2 - APPLICANT APPLICANT INFORMATION Parcel Size:y i b'L aid C Owners Name Owners Address Telephone No.: Situs Address: Proposed Use: 61,00 Li),)coL,tj r3LVT) 06?DV ILU9 C�Sg��p C CP_Xj r -2r-, (.; --o'er 21 C_G AV9S Residential ❑ New Single Family Residential ❑ Single Family Addition Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential '0 New.Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ? ® Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel N Well ? DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) a Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: M ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: . D`) -) S- C, Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board). ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------ —---------------------------------------- -------_____ ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front S ©G {— Side S Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Department C o u n t s J. Michael Crump, Director Warner C. Phillips, Assistant Director May 12, 2003 Bryan & Lisa Bonser P.O. Box 113 Richvale, CA 95974 Public f 8 u t Re: Application for Certificate of Single Merger AP 029-133-018 (portion of) Dear Mr. & Mrs. Bonser: Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 BUTTE COUNTY MAY 13 2003 DEVELOPMENT SERVICES On May 8, 2003, the Department of Public Works made the finding that the Certificate of Merger on the above referenced property is exempt from environmental review, and approved the project. Enclosed please find a conformed copy of the Certificate of Merger that was issued by the Butte County Department of Public Works and recorded on May 9, 2003, under Serial Number 2003-0030163, 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, 4� Stuart Edell Manager, Land Development Division SE/kp cc: environmental Health Department Building Division Rolls, Anderson & Rolls RECORDING REQUESTED BY and AFTER RECORDING RETURN TO: Butte County Public Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 LANDS BEING MERGED: COPY of Document Recorded 09 -Hay -2003 2003-0030163 Has not been compared with original BUTTE COUNTY RECORDER CERTIFICATE OF MERGER AP NUMBERS) NUMBER OF EXISTING PARCELS: 4 EXISTING PARCELS CREATED BY: ❑ PATENT ❑ GRANT DEED ❑ GIFT DEED ❑ PARCEL MAP E(UBDIVSION MAP ❑ OTHER RECORDING DATA: YEAR ►q 10 BOOK / PAGE OR SERIAL NUMBER: Co MAFts 53 SUBDIVISION / PARCEL MAP: BLOCK LOTS) 5w, St. /, 5(., 7, 1-(,3 As of the date of recordation, those lands noted above are merged to create one single parcel of land as described in Exhibit A attached hereto. May 8, 2003 MIKE ClkUMP DATE. Director of Public Works OWNERS' CONSENT TO MERGER THE UNDERSIGNEfD, as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that single parcel as described in Exhibit A attached hereto. ALL SIGNATURES MUST BE NOTARIZED Print name and title (if applicable) below signature line CMM -UNITY BANK 0 4 A30, 16 - - Sign and print name & title Date /,a) Sign and print name & title Date STATE OF CALIFORNIA } ss: COUNTY OF BUTTE On April 30 2003 , before me, C. Wilder , a Notary Public in and for said County and State, personally appeared ********** Bryan Bonser and Lisa Bonner*********************************************g Personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Sign FOR NOTARY SEAL OR STAMP @Comm. C. WILDER COMM. # 1296628 NOTARY PUBLIC-MFORPRA COUNTY OF BUTTE Expires March 9. 2005 Notaryak CALIFORNIA ***** ALL-PURPOSE **** ACKNOWLEDGMENT STATE OF CALIFORNIA COUNTY OF BUTTE On May 6, 2003 before me, Nicole Lynn Glassgow, a Notary Public personally appeared, Justin Miley personally know to me (or proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity(ies), and that by his signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. NICOLE LYNN GLASSGOW; cOMNL # 139= NOTARY PUSUC-CAMRNA 0 BUTTE COUNTY ii 9COMM. EXP. DEC. 27,2OD6-+ RESULTANT PARCEL. All that certain real property situate in the County of Butte, State of California, described as follows: Lots 560, 561, 562, and 563 as shown on that certain Map Entitled "Town of Richvale", which map was recorded in the office of the Recorder of the County of Butte, State of California, on January 17, 1910, in Book 6 of Maps, at Page 53, and a portion of the southerly 10 feet of Lot 152 as shown on said map of "Town of Richvale," said portion lying easterly of the northerly extension of the westerly line of said Lot 560 and westerly of the northerly extension of the easterly line of said Lot 563, all combined into one parcel. O Q�,pFESS William J. Dingy y No. 29113 ^ ,m R.C.E. 29113 d Exp. 03-31-07 a Registration Expires: 3/31/07 * cMk, date of Date gCW\E)ataTROJECTStPROMMRe&urmnt Pa=' 0505M.,pd END OF DOCUMENT 'S` Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area - Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other .Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By N Deeds: Date of Creation: > > _ — d 1 , Legal Access Provided: ❑ No 0 Yes Deed of Reference: •2-00) — DOST— I S , Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ® Yes, Road Name: `21 CC—, AV C Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 J ❑ Subdivision Map/Parcel Map: Map Date of Recording: t. Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval• ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class .A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 ,a ❑ u 0 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5