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061-310-015
61-31-15 I N.C. VONDRAN 3/,(yr,' pay{ d4ld R.el' tk,^,t W/S Bald R6ck Rd, app --1 mi past pavement i Permit #4203=79R,E( ele/MH} , ELEC ' ' 6 0 GAS SUPPORT STRUCTURE RE , A 5OMPACTION TEST REQ *`„= 061-310-015 03-2351 SCHFELDT, DALE 2605 BALD ROCK RD, BERRY CREEK MHU i' N ELECTRIC GAS LINE COMPACTION TEST REQ_ SUPPORT STRUCT REQ ; 061-310-015 03-2509 SCHUFELDT, DALE 2605 BALD ROCK RD, BERRY CREEK MHI FOR BP#03-2351 ' - � 03-2707 1 L -015ELDT, DALELD ROCK RD, BERRY CREEKlGRADE TO STORAGE 1 n r IN MA F C 4 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 03—� OS ASSESSOR PARCEL NUMBER 061-310-015 ZON1NO U BUILDING PERMIT OWNER D930 TELEPHONE SO. Fr, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 2605 BALD ROCK RD, BERRY CREEK CONTRACTOR'S NAME ORNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 2605 BAT D ROCK RD BERRY QR -EK Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome P Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation 1� Other ❑ Describe Work: Hil FOR _2357 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 000V OR LESS 200A OR IESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License r the following reason: 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 reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( s ACC. BLDS. So 3.50FT: (Njp R1;-01OT* MULTI.OUTLET 97,50 OWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FD(TURES BAS @'1.00 Ex. Occup. ouT>Frs A=.°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall l o hwithcompl with those provisions. Date �-� nature of Ap ant - Owner ❑ Contractor ❑ Agent SHA perm squired for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee$ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 343 00 HAz. D FEES IMPi �/ FLooD coF PL AR HD ISs This permit is hereby issued under the applicable provisions of the utte County Code and/or Resolutions to do work indi ed e for �Tich fees have been paid. B Date �3 PERMIT EXPIRES ON ate Receipt No, % 3.60 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUI DING DIVISION • 7 County Center Drive Oroville, California 95965 •Telephone (5 ) 538-75 PERn qvev. 12/96) APPLICATION AND PERMIT �� ASSESSOR PARCEL NUMBER ^ / ' _ /� _^� ZONING BUILDING PERMIT CONTRACTOR'S NAME • CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDINGADORESS / _� ♦ •� LOT NO. I SUBDIVISIONS NAME V I PARCEL MAP USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehomek Other SPECIFY TYPE OF WORK +� ' New 11 Addition 13 Remodel 13 Utilities 13Installation,`�I Other ❑ Describe Work: aTI PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED $ ��3 •�� DATE RECEIVED. S Q O3 RECEIPT # �5D-�D SO. FT. I OCC. I BUILDING VALUATION Total Valuation Is Filing Fee $ 20.00 Permit Fee $ Main Service Plan Checking Fee $ Main Service Energy Plan Checking Fee $ NEW CONST. OR ADDNS. MNG OCCUP. ( MNGS. $ NEW CONST. NON-RESID. PERMIT FEE $ PLUMBING PERMIT Fling Fee 20.00 Each Trap 20 @ I'00 BAL p .SO 7.00 Solar or heat pump water heater 5.00 23.00 Water piping Mobile Home Facilities 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE 1 $ MECHANICAL PERMIT I Fling Fee 1 20.00 Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ oc) . Energy Inspection Fee $ DDD CONST. TYPE TO AL FEE $ 1 q HAZ. I D. FEES I IMd I FLOOD I COf I PAFdEL I I HO kISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoos oRR o'ss 23.00 Main Service 200A TO 1000A 46.00 NEW CONST. OR ADDNS. MNG OCCUP. ( MNGS. 3,5¢so. FT. NEW CONST. NON-RESID. MULTI.OUTLET C @7.50 POWER APPARATUS b SINGLE OUTLET CIR. EX. OCCU OUTLET OR FD(TURES 20 @ I'00 BAL p .SO Ex. Occup. ourlEEis AEsID.LM OFRn 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinq 23.00 PERMIT FEE 1 $ MECHANICAL PERMIT I Fling Fee 1 20.00 Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ oc) . Energy Inspection Fee $ DDD CONST. TYPE TO AL FEE $ 1 q HAZ. I D. FEES I IMd I FLOOD I COf I PAFdEL I I HO kISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATIONDATA SHEET ASSESSOR PARCEL NUMBER 0 c�-Gti Proposed \ uilding Use: Y Y l t Counter Technician: 1 Date: c Item equired in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Plot plans, 3 or 4 sets, signedty the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. G 6. Manufactured homes.; A) Bata sheets and installation instructionsLM,arriage line information( F oor Plan, (D) Tie down or foundation plans, all inaualicate. ❑ 7. Metal 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 engineer. 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 O 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......................................................... ❑ 1�1, Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. `I3azardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) r. 14. Fees as shown bn thee, attached Schedule of Fee's Due Sheet ....................................... ❑` 15. Statement of Intent for Non -heated and A/C Buildings.......... ................................... ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of C)ico Plumbing permit.......................................................................: ❑ 18,. Califori#a Department of Forestry plan approval ❑ paid. Sent_ by: ...................... t ❑ 19. Planning approval for (A) Use: ®K (B)Parking: (C) Parcel Check: 8- 21—_ ❑ 20. Contact Land Development about ❑ Imprbvements, ❑ Drainage ............................... ❑ 21. Vcroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 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) .:................... .❑ 26. Letter of Signature authorization................................................................... ,7. Recorded copycof Agricultural Acknowledgment Statement .................................... M1 29. Manufactured home utility clearance............................................................... ❑ 29. isting violations and/or expired permits......................................................... ❑ 3,V ❑ Grant Deed ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ =i . 1. Other: AQtJ 6-VVJ4 -f Ini 6ir C,0I7VW4- h s6y L &I When issued Telephone — L/ and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Dates a 1. Index permit applica t on or the above items numbered: �, Plan Check Letter 2. Additional items required tj Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the adata b ❑ phone, ❑ mail, ❑ counter, by Date: _ Plans reviewed by: Date: D Z(p � Plans approved by: _ `' r Date: - Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance C E.H. USE ONLY OZ Pian Attechad rimoa man At4s��ss! " sent is a.D. Acr Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: P blit Private Well a/ Clearance for V dwelling. Other .Q�� 2,uJELL1,0Q Hold final for: u,�qu 7 -ie 17 T (�ELL _j 41-n PGS )� Final clearance O.K. for: 1 5 io.c� F OLD �PT! .9.v� NOTE: __- Environmental Health S&dialist 8/96 I Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 I SCHEDULE OF RECEIPT OF FEES �/ c OWNER �CA A.P. # UlP I"3 0-0 �J PROPROSED BUILDING USE 1 ► { TZa DATE �3 RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... --- Additional Fees Due........ - Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES 1 1 \ (paid at School District Office) (form available after Plan Chec 3. SHERJFF FEES (paid at Building Division) S�( n al............ X $360&.3' 00 =$ 11 Units Commercial (sq. X q.F 4. URBAN A FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed,Aufiig t plan checking process. DATE Q l Pursuant to G vemment Code SectionV6020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days ftm the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) J f BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School DistrictC U l' Building Department No. 0 3 - -5 V g INSA.P. Number 0&(13 10 -01-7 Jurisdictions _ 0 City County Property Owner Property Location/Address Subdivision Lot No. Y Residential Development No of Living Mobile Home Addition/ *Supplemental to Units Installation Conversion Permit # '(No foundation inspection): ................................................................................................................... Commercial/industrial New Additior wilding Department Representative 1 reviewea ov acnooi uistnct rersonnen District Identification No. W T " - ���' ! � ."[ *--School District certifies that of Cv 05' &� & &(-- +� (Street Address) (City) has complied with the requirements of Resolution No. It square feet. School District Representative Paid by Check # /y/ Remarks: / (State) Sq. Footage �I.D� 3 (Group R) Sq. Footage (Including Exterior Roofed Areas) 9 DIt) Date ` i ( I (A6Plicant)7� r (Phone Number) (Zip Code) payment of $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the Califomia Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm 5,zeo� Zd4 Q)U4 Cil q.6 9l� oR gJt2 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION t 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 E MIT O. (Rev. 12/96) APPLICATION AND PERMIT 012� 7jQ ASSESSOR PARCEL WMBER 061-310-0015 ZONING 11 BUILDING PERMIT OWNER DALE SCHUFELDT TEL�gl!4930 SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 12605 BALD ROCK RD, BERRY CREEK CA 99916 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flln Fee $ 20.00 Permit Fee $ 15.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ IIUILDINCLMIISSBALD ROCK RD. BERRY CREEK CA 95916 i� Energy Plan Checking Fee $ $ PERMIT FEE $ 35,00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SF MM DOWNGRADE TO STORAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLIG OCCUP. OR ADDNS. ( a ACC. S. SO 3.5QFT, NpNgO�ID. MULTI.OUTLET C. @7,50 POWEPPARATUS 8 SINGLER AOUTLET CIR. EX. Occup. OUTLET OR FIXTURES 20 .00 BAL 1. 0 Ex. Occup. OFlxur EO Aa 0" EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby. affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the kers' compensation provisions of section 3700 of the Labor Code, I shall fort with comply with those provisions. X Date gnature of pli nt -''Owner ❑ Contractor ❑ AgenAn OSHA per ' i equired for excavations over5'0" deep and demolition or constructionof 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. TVP, 35.00 HAZ LTALFEE$ D. FEES FLOOD CDF PARCEL I PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or Lindica4teabove for wh' e s have PERMIT EXPIRES ON 6L the applicable provisions Resolutions to do work been paid. Date Date Receipt No. 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 -Cirovillle, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION ION AND PERMIT � `� ^ 2 2. 0 !2 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT r. OWNER f\ n n _ t �^ 1 i �-� � /in. -s SQ. FT. OCC. BUILDING VALUATION CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDS s L i Energy Plan Checking Fee $ $ PERMIT FEE $ ` LOT NO. SUBDIVISIONS NAME P DEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFYEach Solar or heat pump water heater 23.00 Water piping 15.00 gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ r D Describe Work: t� C /1i1 ((� �Qcr e Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S] G W @20.00 PERMIT FEE $ .PERMIT FEE PAID SRA $ SHERIFF $ OTHER $ $ $ AMOUNT RECEIVED $ .S. `U DATE RECEIVED. RECEIPT # ELECTRICAL PERMIT 600V OR ZS Main Service ( .0A OR LESS Main Service tow To '00MNEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BUDS. OUTLET OR FUTURES ng Fee 20.00 23.00 46.00 so 3.50 * Ex. Occu oimtis r- VEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 11 MECHANICAL PERMIT Fling Fee 20.00 Heating 6.50 PERMIT FEP- $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TY" TOTAL FEES S HAZ. I D. FEES I IMP I FLOOD I CDF I PARCEL I PD I HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE - DEPARTMENT OFIDEVELVOPMENT SERVICES - BUILDING ISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 53 -754102� 9, ��o. (Rev. 12/96) APPLICATION AND PERMIT % I ASSESSORP VV1�.SlO-015 ZONING B LDING PERMIT OWNER Schefeldt, Dale 589-4930 TELEPHONE SO, FT, OCC. BUILDING VALUATION .OWNERS MAI RESS 99 Bald Rock Road Berry Creek CA 95916 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAIUNG ADDRESS Total Valuatlon $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 2-3-00 BUILDING ADDRESS 2605 Bald Rock Road Be C Energy Plan Checking Fee $ $ PERMIT FEE $ 23,00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home G 3 @20.00 60.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 vOR Main Service zo.A OR LESS 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 is in full force and effect.P License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License La for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO I000A 46.00 NEW CONST. DWEILNG OCCUP. OR ADDNS. ( a ACC. Bins. SD 3.5QFT. rwµRESID. MULTI -OUTLET @7,50 OWER APPARATUS a SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FIXTURES �0 @ 1.00 50, Ex. Occup. ouT ETs EEsID,DEn A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ ' 3.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) l I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the rs' compensation provisions of section 3700 of the Labor Code, I shall forth ith comp with those provisions. X Date�Q gnature of A If ant - ❑ Owner ❑ Contractor ❑ Agent n OSHA perm, ' required for excavations over 60" deep and demolition or construction o structures over 3 stories in height. -B Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOT L FEE $ 166.,00 HAZ. D. FEES IM FIX I CDF PAXRC4 7FHD ISS This permit is hereby issued under of the Butte County Code and/or indicated above for which fee have p PERMIT EXPIRES ON G the applicable provisions Resolutions to do work been paid. D;#(23ReceiptNo. De 5 d 7Z WHITE-D.D.S.-B.D. CANARY -ASSESSOR PI K NSPECTOR GOLDENROD -APPLICANT i�G+M.int'h...tiijf��i^...--•.ter-'ta...::� _w _�,•..� �.��;. ....:.. «.F iy'+-Af�.+-/'./^'a�F�` .. Ftr-'.. rrl^ ^.•+-.�,!` =;l'�"►.r��••�wJ'.A�""r-•�isy�:.,-,rir`. L"•�.:+'~l Y 1/t 2►r//,�� s CO OF BUTTE -DEPARTMENT OF DEVELOPMEN7� . IC S-BUILDII / DIVISION � SION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530) 8-2140 5CPERMIT APPLICATION DATA SHEET OWNER: C/'V ASSESSOR PARCEL NUMBER Proposed Building Use: 44 (JL... Counter Technician: v� Date:57 Items required in order to apply for a permit. All boxes MUST be checked dR marked NA in order to apply. 4t Plot plans, 3 or 4 sets, signed�y the preparer of the plans. 2. Complete -plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. ,Engineered truss details and layouts in duplicate. No faxes! I . - ❑ 5."Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marridge line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal 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 b the engineer. 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. De7ached Accessory Building Form filled out by the owner ...................................... Hazardous Material Form...............................;.............................................. r _ 13. Other {t.Cu�� - Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Feesas shown on the attached Schedule of Fees Due Sheet ....................................... 15. Statement of Intent for Non -heated and A/C Buildings ................. ..........:.. ..... ! 4 p 16. Sanitation and lot lana approval from the Environmental Health Department in 3 ❑ 17. City of Chico Plumbing permit ............................ . California Department of Forestry plan approval laid. Sent. by.W ...................... ❑ 19.. Planning approval for (A) Use: ®� (B)Parking: (CCheck: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 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, -0 Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits.......................................................... X01 ❑ Grant��, ❑ M�H.Title/Staterrft oe Facts, Lett I from Le a�w�ter ❑ C ck o H.. . Other: U �`L lice When issued Telephone and d I have been informed of the above items and requirements for obtaining a building/permit. Applicant: L1j► Da e: -gyp 1. Index pe? -it -application for Ze above items numbered: 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 dvised of the above data by ❑ ,phone, ❑ mail, ❑ count' Date: Plans reviewed by: d Date: 913.03 "Plans approved by: Date: Structural reviewed by: . Date: Structural approved by: Date: Note transfer by: ' Date: Yellow: Buildine Division , — COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BU LDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (5 0) 538-754 �v_12/96) -1 APPLICATION AND PERMIT O` UOARCa++�ERUILDINGPERMIT /�,�/��/j�,T—/1�/E l•� cA1—t /TA6 TE�"�'"J/ '�'� SO. FT. OCC. BUILDING VALUATION ADDRESS b . QC / ,COMiM RT TELEPHONE TORS MAUNO ADDRESS ,QTRLt=N LENDER Fireplace TENDERS MAILING ADDRESS • Total Valuatlon S p{RCHrtECT OR ENi1NEER UCENSE NO. Firma Fee $ 2 0.0 0 Permit Fee S ARCMRECT 1OR SHOWERS MM.rNG ADUAESS Plan Checking Fee S �1 BVLOWc ADDRESS O 0 V Energy Plan Checking Fee S ' 5 PERMIT FEE _ LOT NO. suaDWSIONS NAUE PARCEL NAP PLUMBING PERMIT Fling Fee 20.00 Each Trap -- — 7.00 --- _. USEOFSTRUCTURE $i i %� 'L SF ❑ Duplex ❑ f&blehome Other LPEC" Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 1 5.00 TYPE OF WORK New ❑ Addiron ❑ Remodel ❑ Ua7L6es s4alaiion ❑ Other ❑ Describe Work Gas piping syrtelm' 1 - 5 outlets i 5.00 Building sewer 15.00 Mobile Home @20.00 PERMIT FEE ELECTRICAL PERMIT I Firing Feel 20.00 Main Service pa ORR 23.DD ' S' ►1i (3 `1� �0 1�D = 3 ^�-0 35 U --�% • �i yy�� 4� (7 C� 3 J VI A I t Silk h > 1 1�� CIDFHD Main �► TO Rom 46.00 NST.Service irrOR IY DHS. Owal C- DOCLD2- 3.5¢ DA ADDNS. i AOC. UTLE ' ►CN•R61I1 IAULTFOUTLES �O 7.50 Fovvfx APPARATUS t SMC�LE DUTLhT CI0. - OUiLEr OR FWMM 'L R.00 Er- Occup. eaL Ex. Occup.�sPpmrpo� 5.0D Temporary Service 23.D0 Moble Home Fecil'ities 20.00 Miss. Wrina 23.00 PERMIT FEE s '� -ugFee 20.00 MECHANICAL PERMIT r Heating oo Hood 1 1 Ventilation PERMIT FEk S Moble Home Installation Fes 5 Energy Inspection Fee S "` Wim' TYPE TO AL FEE S �• D. EES M D C.O P m uE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON • (Dela) J\�\C1A 01.. A\,,) ADDRESS "�� ° S G Qu 2O `A, P1 a MISCELLANEOUS BUILDING RECOR \1_SU �ksc Q"uO( it 1 - - DESCRIPTION OF RUILD/NG.S PARCEL SHEET OF SHEET; Bldg. Structure No.Type Size Found. Wall 8 Exterior Roof Floor 8 Interior Detail Second Story or Loft Year Built PtTot. fe Yrs Bldg. Area No. Cover C_1 t� ,t•: (-j\ W 1\1 L.ut Q1\ R sows c 11 N� c� e 'maw e (�\, w�o� 5) Eo _ CeMP l��aob 11u Cr�'�cil (E 19 0 PAfAZ \ti, o n 38 11 o -y 3 �b 8.00 �1 CAV. S�D�2 �I 460 (tnwe — ) UYk y bio !!�.oa ((S�GC Cry(. h-a(JA )) (�l��R ��E(� 'i0.�M 'L 1� ll U)AF- < 30 S,ou 1? -4.0 Su (oA L1.00 (o.00 (b6 cov. 8o Igyo (off} bo co.00 3'6o FSU 28fC.. 01-10 COMPUTATION Appraiser -Dote 3c\ e�� 9 19 `iv 19 19 19 Bldg. Area No. Unit Co 1 Cost % Good R. C N. N. Unit Cost Cost % R. C. N Good L N. D. Unit Cost `� Cost Good R C N Onit L. N. D Cost Cost % R. C. N. Good L. N. D. 40�a \ti, o n 38 11 o -y 3 �b 8.00 n62 (.0 460 — y bio !!�.oa 330 (.0 < 30 S,ou 1? -4.0 Su (oA L1.00 (o.00 1.1400 8o Igyo (off} bo co.00 3'6o FSU 28fC.. 01-10 Total 5Ao-( 10.S'o0 Appraiser Date 19 19 19 19 Bldg. Area o. Unit o Cost % � o Un t C Cost �m Unit Cost % 9n R. C. N. Unit Cost % R. C. Al. - - ----------- 4 Total a ADDRESS MISCELLANEOUS BUILDING RECORD Mo �e a M\sc- Ve co,ca�> ' ? DESCRIPTION OF BUILDINGS RCEL EET OF SHEE Bldg. No Structure Size Found. iR/alI B Exterior Roof Floor 8 Interior Detail Second Story or Loft Year Built Est. Ti Life) Type Cover Co �f 2X2 Good R. N. D. N. Cost Cost Good R. N D. Cost L. N. D Cosf Cost Good R.N. G 4 8 //-S2 oo 2304 5570 llSZ /L G 9 6Rrm: s lz X 15- 11 FR C-5 3,aq=- 3O d 2/o N_c_ 4 /4D F v ,- 1 0 0 0 O ri CID O 7C� S� G _ 26-1 COMPUTATION Appraiser -Dote DQJ' 2—/ 19;7 3� ���(• 19 �-y 19 19 Nog Area Co �f Cos Good R. N. D. N. Cost Cost Good R. N D. Cost Cosi Good L. N. D Cosf Cost Good R.N. G //-S2 oo 2304 5570 llSZ _ 3,aq=- 3O d 2/o N_c_ 4 /4D F v ,- 1 0 0 0 O ri CID O 7C� S� G _ 26-1 I 1 0V K�titi ti Z Total SSI 6SOn Appraiser- Dote 19 19 • 19 19 Bldg. . Area U p;t Cost % R. C. N. Un t Cost %Unit Cost % R. C. N. Unit Cost %R.C. N Total -- All 531-H 9246 AS0200INQ: Main Physical Characteristics Aug 19, 2003 01:13 pr, File Edit Characteristics View Options System Help Asmt 110.023-056-000 Status FA Fee Parcel 1061-310-015.000 Owner I NICHOLAW DAVID S &DOREENJT + No files found. Structure #F 1 a . Year Built 1973 B uilding S ize 624 Heating Type Code Cooling Type Code Foundation l Cade Sq Ft Garage 0 Number of Residential Units to Commercial Properties r,- 1-1� 10. 0 M rr- r r t Find... w I f 'It?a lb- �y 11 ,r• t i{y e.rl ii r3 4 i 'It?a lb- �y 11 ,r• t i{y e.rl ii r3 4 } It cr rl1F1► L. Y;,! C.� -zz Ln /. yj to 11 r� L, trs-www: cv 'It?a lb- �y 11 ,r• t t i{y e.rl ii } It rl1F1► 1 /. yj to 11 r �L i4r c_ �_1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit' will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES A NO ❑ ' 2 I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. . I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4: I plan.to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK GNED: PROPERTYOVVNER: j DATE: NOTE: This Owner -Builder Verifuation is required by Section 19831 and 19832 of the California Health and Safety Coda This verification' must be completed and returned to our office before we are permitted to issue the permit. . OVER OWNER BUDDER INFORMATION I Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors; then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ . There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors Stats License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is retuned. ely, Mic 1 C. Vi ira, C.B.O. er, Building Inspection NOTE. This Owner-Buflder Information is required by Section 19830 of the California Health and Safety Code- O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES ❑ NO J ` 2. I HAVE,K HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise; and provide the major work: NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK ATE• 1. k-� '� NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER O.B.- I L_ OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder. Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. �1 1, RECORDING REQUESTED BY: MID' VALLEY TITLE AND WHEN RECORDED MAIL TO: DALE E. SCHUFELDT 2605 BALD ROCK ROAD BERRY CREEK, CA 95916 ESCROW# 209971DT-1/CHI-TI 2P01013—QDQD4264E� Recorded I REC FEE 13.00 Official I TAX 99.0 0 Count Of i MONUMEN 10.00 BUTOf SAN JOAQUIN COUNTY CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Myles 02o0013M 30 -Jun -2003 I Page 1 of 3 A.P. #061-310-015-000 THIS SPACE FOR RECORDER'S USE ONLY: ESCROW NO. 200255SB TITLE ORDER NO. 200255 GRANT DEED THE UNDERSIGNED GRANTOR(S) DECLARE(s) DOCUMENTARY TRANSFER TAX is $99.00 [X] computed on full value of property conveyed, or [ ] computed on full value less value of liens or encumbrances remaining at time of sale. { Unincorporated area [X]iQ)KR5tyCfk:RVX AND FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, DAVID S. NICHOLAW and DOREEN NICHOLAW, Husband and Wife hereby GRANT(s) to: DALE E. SCHUFELDT, an Unmarried Man Qrec"J The real property in the County of BUTTE, State of California, SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF 11 DATED MajAg 003 / STATE OFRNI Lj couNTY o DAVI S. NICHOLAW be ore me, Notary Pu is iinand for said Stt.'�p.rsally app arel1, DO EN NICHOL AIVV or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/ re ubscribed to the within instrument and acknowledged to me that he/she executed the same in his/herAED authorized capacity(ies), and that by his/her their ignature(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 statements to: DA PWIS 7 T STACEY L. BURKS. COMM. #1383867 U - NOTARYPUBLIC-CALIFORNIA �- SAN JOAQUIN COUNTY My Comm, Explres Nov. 6, 2006 -4 (This area for official notarial seal) CREEK, CA 95916 Preliminary Report EXHIBIT 9INY Order No. BU -209971 DT Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: A PORTION OF THE NORTH HALF OF SECTION 31, TOWNSHIP 21 NORTH, RANGE 6 EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 31; THENCE NORTH 88 DEG. 24' 00" EAST ALONG THE NORTH LINE OF SAID SECTION 31, A DISTANCE OF 2572 FEET TO THE NORTH QUARTER CORNER SAID SECTION 31; THENCE SOUTH 0 DEG. 34' 00" EAST, ALONG THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 31, A DISTANCE OF 1581.60 FEET; THENCE SOUTH 68 DEG. 07' 30" EAST, A DISTANCE OF 448.86 FEET TO A POINT IN THE CENTERLINE OF BALD ROCK COUNTY ROAD, AS THE SAME EXISTED ON MAY 1, 1969; THENCE ALONG THE CENTERLINE OF SAID BALD ROCK COUNTY ROAD, THE FOLLOWING COURSES AND DISTANCES: SOUTH 21 DEG. 19'. WEST A DISTANCE OF 186.06 FEET; THENCE SOUTH 19 DEG. 55' 30" WEST, A DISTANCE OF 339.76 FEET TO THE TRUE POINT OF BEGINNING; THENCE LEAVING THE CENTERLINE OF SAID BALD ROCK COUNTY ROAD, WEST A DISTANCE OF 857.65 FEET; THENCE NORTH 0 DEG. 03' 20" EAST A DISTANCE OF 330 FEET; THENCE EAST A DISTANCE OF 660 FEET; THENCE NORTH 0 DEG. 03' 20" EAST, A DISTANCE OF 315.51 FEET TO A POINT ON THE NORTH LINE OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED FROM JOHN S. TRACY, ET UX, TO PAUL R. BOOTH, ET UX, DATED DECEMBER 12, 1966 AND RECORDED JANUARY 6, 1967, IN BOOK 1455, PAGE 563, OFFICIAL RECORDS; THENCE SOUTH 67 DEG. 43' EAST 409.96 FEET TO A POINT IN THE CENTERLINE OF SAID BALD ROCK COUNTY ROAD; THENCE SOUTH 21 DEG. 19' WEST 186.06 FEET; THENCE SOUTH 19 DEG. 55' 30" WEST, 339.76 FEET TO THE TRUE POINT OF BEGINNING. APN 061-310-015-000 PARCEL II: A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH, LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 31, TOWNSHIP 21 NORTH, RANGE 6 EAST, M.D.B. & M.; THENCE NORTH 88 DEG. 24' 00" EAST, ALONG THE NORTH LINE OF SAID SECTION 31, A DISTANCE OF 2572 FEET TO THE NORTH QUARTER CORNER OF SAID SECTION 31; THENCE SOUTH 0 DEG. 34' 00" EAST, ALONG THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 31, A DISTANCE OF 1581.60 FEET; THENCE SOUTH 68 DEG. 07' 30" EAST, A DISTANCE OF 448.86 FEET TO A POINT IN THE CENTERLINE OF CONTINUED Preliminary Report PARCEL II: - CONTINUED Order No. BU -209971 DT BALD ROCK COUNTY ROAD, AS THE SAME EXISTED MAY 1, 1969; THENCE ALONG THE CENTERLINE OF SAID BALD ROCK COUNTY ROAD, THE FOLLOWING COURSES AND DISTANCES: SOUTH 21 DEG. 19' WEST, A DISTANCE OF 186.06 FEET; THENCE SOUTH 19 DEG. 55' 30" WEST, A DISTANCE OF 663.77 FEET TO THE TRUE POINT OF BEGINNING FOR THE HEREIN DESCRIBED CENTERLINE; THENCE FROM SAID TRUE POINT OF BEGINNING, NORTH 50 DEG. 43' WEST, A DISTANCE OF 170.28 FEET; THENCE NORTH 60 DEG. 28' WEST, A DISTANCE OF .54.30 FEET TO THE POINT OF INTERSECTION WITH A 60 FOOT ROAD CENTERLINE WHICH BEARS SOUTH 54 DEG. 38' WEST, SAID POINT OF ;INTERSECTION CALLED "A"; THENCE LEAVING SAID POINT "A", CONTINUING NORTH 60 DEG. 23' WEST, A DISTANCE OF 183.49 FEET; THENCE NORTH 73 DEG. 52' WEST, A DISTANCE OF 168.22 FEET; THENCE SOUTH 81 DEG. 48' WEST, A DISTANCE OF 127.14 FEET; THENCE NORTH 52 DEG. 18' WEST, A DISTANCE OF 155.62 FEET; THENCE NORTH 0 DEG. 03' 20" EAST, A DISTANCE OF 280.22 FEET TO THE POINT OF INTERSECTION WITH A 60 FOOT ROAD CENTERLINE WHICH BEARS WEST, SAID POINT OF INTERSECTION CALLED "D"; THENCE LEAVING SAID POINT "D", CONTINUING NORTH 0 DEG. 03' 20" EAST, A DISTANCE OF 60 FEET TO THE END OF THE HEREIN DESCRIBED ROAD CENTERLINE.- PARCEL ENTERLINE: PARCEL III: A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH, LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE POINT OF ROAD CENTERLINE INTERSECTION CALLED POINT "D"; THENCE WEST, A DISTANCE OF 660 FEET TO A POINT ON THE WEST LINE OF THE EAST HALF OF THE WEST HALF OF SAID SECTION 31, TOWNSHIP 21 NORTH, RANGE 6 EAST, M.D.B. & M.@ AND THE END OF SAID CENTERLINE. UNIFORM STATUTORY FORM POWER OF ATTORNEY (California Probate Code Section 4401). NOTICE: THE POWERS GRANTED BY THIS DOCUMENT ARE BROAD AND SWEEPING. THEY ARE EXPLAINED IN THE UNIFORM STATUTORY FORM POWER OF ATTORNEY ACT' (CALIFORNIA PROBATE CODE SECTIONS 4400-4465). IF v YOU HAVE ANY QUESTIONS ABOUT THESE POWERS, OBTAIN COMPETENT LEGAL ADVICE. THIS DOCUMENT DOES NOT AUTHORIZE ANYONE TO MAKE MEDICAL AND OTHER HEALTH-CARE DECISIONS FOR,VOU. YOU MAY REVOKE THIS POWER OF ATTORNEY IF YOU LATER WISH TO DO SO. a. I DALE.E. SCHUFELDT, P.O. pox 433, Berry Creek, CA 95,916 (your name and address) appoint PATRICIA GREENMAN. P -.O. Box 433, Berry Creek, CA 95916 (name and address of person appointed, or of each person appointed if you want to designate more than one) as my agent (attorney-in-fact) to act for me in any lawful way :•pith respect to the following initialed subjects: TO GRANT ALL OF THE FOLLOWING POWERS, INITIAL THE LINE IN FRONT OF (N) AND IGNORE THE LINES IN FRONT OF THE OTHER POWERS. TO GRANT ONE OR MORE, BUT FEWER THAN ALL, OF THE FOLLOWING POWERS, INITIAL THE LINE IN FRONT OF -EACH POWER YOU ARE GRANTING. TO WITHHOLD A POWER, DO NOT INITIAL THE LINE IN FRONT OF IT. YOU MAY, BUT NEED NOT; CROSS OUT.EACH POWER WITHHELD. INITIAL (A) Real property transactions. (B) Tangible personal property transactions. (C) Stock and bond transactions. (D) Commodity and option transactions. (E) Banking and other financial institution transactions. (F) Business operating transactions. (G) Insurance and annuity transactions. (H) Estate, trust, and other beneficiary transactions. (I) Claims and litigation. (J) Personal and family maintenance. (K) Benefits from social security, medicare, medicaid, or other governmental programs, or civil or military service. s (L) Retirement plan transactions. (M) Tax matters. i11) ALL Of ihE POWERS LISTED ABOVE. YOU NEED NOT INITIAL ANY OTHER LINES IF YOU INITIAL LINE (N). SPECIAL INSTRUCTIONS: ON THE FOLLOWING LINES YOU MAY GIVE SPECIAL INSTRUCTIONS LIMITING OR EXTENDING THE POWERS GRANTED TO YOUR AGENT. UNLESS YOU DIRECT OTHERWISE ABOVE, THIS POWER OF ATTORNEY IS EFFECTIVE IMMEDIATELY AND WILL CONTINUE UNTIL IT IS REVOKED. This power of attorney will continue to be effective even though I become incapacitated. STRIKE THE PRECEDING SENTENCE IF YOU DO NOT WANT THIS POWER OF ATTORNEY TO CONTINUE IF YOU BECOME INCAPACITATED. act EXERCISE OF POWER OF ATTORNEY WHERE MORE THAN ONE AGENT DESIGNATED If I have designated more than one agent, the agents are to IF YOU APPOINTED MORE THAN ONE AGENT AND YOU WANT EACH AGENT TO BE ABLE TO ACT ALONE WITHOUT THE OTHER AGENT JOINING, WRITE THE WORD "SEPARATELY" IN THE BLANK SPACE ABOVE. IF YOU DO NOT PA INSERT ANY WORD IN THE BLANK SPACE, OR IF YOU INSERT THE WORD "JOINTLY", THEN ALL OF YOUR AGENTS MUST ACT OR SIGN TOGETHER. I agree that any third party who.receives a copy of this 1.1111. 1A. it C 1. 1. . -A y unaer it. Revocation of the power of attorney is not effective as to a third party until the third party has actual knowledge of the revocation. I agree to indemnify the third party for any claims that arise against the third party because of reliance on this power of attorney. Si ned this 20th day of September , 2002 W.'ell your Signa e) 508-14-6336 (your social security number) State of CALIFORNIA County of BUTTE BY ACCEPTING OR ACTING UNDER THE APPOINTMENT, THE AGENT ASSUMES THE FIDUCIARY AND OTHER LEGAL RESPONSIBILITIES OF AN AC;FNT. STATE OF CALIFORNIA ) ss fl 0 T T\TT t) 1, U, 11 vi= BUTTE j On 09/20 Notary Public 2OD2 before me KATHY A. DOWNER, personally appeared DALE E. SCHUFELDT personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names(s) is/aresubscribed 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 officia seal. KATHY A. DOWNER ci COMM. # 1366598 O - t NOTARY PUBUC-CAUFORNIAO S ignat4Wu e BUTTE COUNTY 0 COMM. EXP. JULY 29, 2006 W I?EFWIT NO. 4203-79$,E PERMIT EXPIRES OWNER N.C. VONDRAN CONTR. owner `.LOCATION (A.P, 61-31-15 ) W/S Bald Rock Rd, app)Xmi past,pavement' 374 mi S of Bald Rock Park /t!/,. QST 6-51VZ�7 D/�= f r'/�t--A/ 7— k Temp.' Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED (Date) (Signature) Setback Forms Main Bldg. Footings Stemwal I Slab Piers Garage Footings Stemwal I Slab Carport Footings Slab Patio COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Firewall Soil Piping Parapets 1st Floor Restroom Finish 2nd -Floor Windows 3rd Floor Siding To out Roof Sheathing Water Piping Roofing Sewer Fdn. Vents Fixtures Garage Vents Insulation Water Htr. Heaters- eatersProv. Prov.for phsically handicapped Conformance of ex. structure Appliances Gas Piping& Test Temp. Gas Final Sanitation FIREPLACE Final ELECTRICAL Relnf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Gird. Fault Prot. Scratch Heatino Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES - - -- - - - - - - - - - - - - - - Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) a COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. p� �+ Date Signature of Permiteer Agent Receipt No._-2,52_-q -2,SZ 9q White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above or which fees have been paid. DI OR OF PUBLIC WORKS ^� Date 7`// Building permit expires Date lb BUILDING Owner Ne. SQ. FT. OCC. BUILDING VALUATION Mailing Address,24o 1 v/wov C�A�'1 NO Q% Rq(PO`7 Telephone No. /s- �-� 5 9 Contractor IV Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address( �� Plan Checking Fee&/or Penalty Permit Fee 1)9/; % T` /�,1-11965 N PLUMBING No.1 @ FEE o N 4v Lo S t Ile oL PERMIT FILING FEE $3.00 Each Trap 1.50 1. ,C/�� Jil c) ) CCI "/�Lxj J �y(i (i 5 gx epair drainage or vent piping 1.50 6 f� 3/ � r A. P. No. / 9 2 oning & Planning Water piping 1.50 Each gas water heater or vent 1.50 F es C. �S n' 'on Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W I Improvements Each additional outlet .30 wilding sewer 5.00 �� Bldg. Plans Recd Parcel Ap roval Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ Permit Fee $ ;31,3 -W $ ELECTRICAL No. @ FEE TL PERMIT FILING FEE $3.00 '3, 0 O 100 AMP OR LESS 5.00 Main service 8001 OR LESS SHOO Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD'L 100 AMP 2.50 2, OVER Main service OVER 600OR1 LESS 25.00 AMP Main service EA. ADD'L 100 AMP 1.00 NEW CONST* OR ADDNS. ( DWEACCLBLDGLING OCcup- Y� 22Sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTR. MULTI.OUTL T NON-RESID ( BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS 8 NON-RESID. (SINGLE OUTLET CIR. Ex. OCCUD(OUTLETS OR FIXT11RES 5 L� FIXED ALNS Ex. Occup.(OUTLETSP(RESID)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 115,00 Misc. Wiring 6.25 License No. Classification /too /.00 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ :a("50 MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. JQI certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 1 2.00 Permit Fee $ $ I certify that I have read this application and state that the above is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee 2590 $ 0,494information TOTAL PERMIT FEE $ 5G authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. p� �+ Date Signature of Permiteer Agent Receipt No._-2,52_-q -2,SZ 9q White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above or which fees have been paid. DI OR OF PUBLIC WORKS ^� Date 7`// Building permit expires Date lb 534-1127 533-4854 f R T PHELPS a. T BACKHOE • DOZER DUMP -*TRUCK Star,Route,,Box 63-A1 BERRY CREEK,. CALIFORNIA 95916 �– a00--=), r /oo. 4*4' A prmit will be' required for the Inst Uation of the mobilehome. Se�ld S. -otic system and location e - be as per Butte County Health Dept. Re- quiremenfs. ._sem 33 The Wq. Setback shall be 5 ft. side property line -and 50 ft, centerline of the road, permittln mum of a 2 ft. eave overhang bi out of a® easements. This set of plans kopf on the lob of rr►r,.':" any changes c wriften permission fi Works.. Counfy of NOTE:—All Materials & Workmanshlp Shoo Be 4A Accordance with Recognized Good P ctices e of a qualEty prescribed for the Specifie us© ie' Uniform Building. Plumbing & Mechanic Cod" WA the National Electrical Code. All utility connectlons shall b located within 4 ft. outside the ?S;t third section of the mobile IWf ` on the left (road) side of the - mobile r'� home. V -oris thb ori the a maNt. enthly nd specifications MUST be (tunes rind it is unlawful to altprce+icns on some without m the Department of Public ifte. h v 4WS"I Wlft .DING DEPARTMENT APPROVED -� �-�. t. - . �_ ;J / 1 7 tt 13ALJ i s °c /r dQog do , . 'Doi. �•r `1 ' � ' 9 `'� _. � , ~10�� •back sha►1 be 5 f}, from The Setof line and 50 ft, front side propf the road, permitting a anti centerline o e Ve overhang but a mum 4 CA cements, of This set of plans and specificns T' be . kept on the inb at all Limos and 4;tis u+nla ful to main any changes or alter- inns on some without written permission from the epartment of Public Works, County of Butte. Shag ft IV ateri As & W'Orwrici h practices wd NOTE:—All M sized `Goo w'sth be,j , kcal Codes Gad Accordance fescribe3 #or t,'e Sise of a qu°�@uydingo `s�bwnlbin�g & Mech Uniform the Fictional Electrical Gone - 1 1.1 I 534.1127 r a 533-4854 r ART PHELPS BACKHOE - DOZER - DUMP TRUCK Star Route, Box 63-A1 • - ,.• BERRY CREEK, CALIFORNIA 95916, V- a a , va,r 7 may. ' ' A{ •eg. "`�,a F c$Y tZ �a- ? ► 's q... r ""' ,� ...r �'� C 7'-y'"�' d w'tw3:.. {���-��"M "r'y�i'� - • . Hi"nu-ri+'�tY� '•�. x r� �� 'M�a. O .p�•rr. �Ht :�' �' t � , -r 4 ��Y �'*� r •;� N '.int' s .. �'�.�r.�.w%.x.At,'..A`Yx..���.. ..-n Ams-.' ..,•,-„..♦,,, _,y .�: S '•v.:.lne..a�:.!.�►w..f..aMC'+�C�}�,, r.+. J �+c ��.+•rMy �”: '• � .� ., j � =�. t , ., '� ,• � `�'^' �, ; - -��i rr4:Y'�"..v _ _ •. 1. ... i ice' ►�:• .- r =rr- rcHarnPion op HOME BUILDERS CO. Champion Homes Division P.O. Box 429 Lindsay, California 93247 Phone (559) 562-4951 Fax (559) 562-1463 CHAMPION HOME BUILDERS CO. Corporate Headquarters 2701 University Dr., Suite 300 Auburn Hills, Michigan 48326 o COPYRIGHT 2003 CHAMPION HOME BUILDERS CO. TABLE OF CONTENTS 1.0 INTRODUCTION 1.1 HOW TO USE THIS MANUAL 1.2 PRE -INSTALLATION CONSIDERATION 1.3 SAFETY 1.4 IMPORTANT DOCUMENTS 2.0 DEFINITIONS 3.0 SITE PREPARATION 3.1 LOCATION 3.2 SITE ACCESS 3.3 SUPPORT REQUIREMENTS 3.4 MOISTURE PROTECTION 4.0 FOUNDATIONS 4.1 PIERS 4.2 FOOTINGS 4.3 OTHER FOUNDATIONS 4.4 SPECIAL CONSIDERATIONS 4.5 REFERENCE DOCUMENTS 5.0 INSTALLATION PROCESS 5.1 PRE -INSTALLATION PROCEDURES 5.2 POSITIONING HOME 5.3 RAISING, BLOCKING & LEVELING 5.4 INTERCONNECTION OF MULTI -SECTION HOMES 5.5. CLOSURE 5.6 ANCHORING INSTRUCTIONS 5.7 SPECIAL CONSIDERATIONS 5.8 SKIRTING 6.0 OPTIONAL FEATURES 6.1 HINGED ROOFS 6.2 GARDEN, AND BAY WINDOWS 6.3 ON-SITE ATTACHED STRUCTURES 6.4 ACCESSORY WINDOWS 6.5 MISCELLANEOUS LIGHTS AND FIXTURES 6.6 OPTIONAL PANELS, SIDING AND MOLDING 6.7 EXTERIOR COVERINGS 6.8 TELEPHONE AND CABLE TELEVISION 6.9 CONTINUOUS RIDGE VENT 7.0 APPLIANCES 7.1 HEATING APPLIANCES 7.2' CLOTHES DRYER VENT 7.3 COMFORT COOLING SYSTEMS 7.4 CHIMNEYS AND AIR INLETS 7.5 RANGE, COOK TOP AND OVEN VENTING 8.0 UTILITIES 8.1 WATER SUPPLY 8.2 DRAINAGE SYSTEM 8.3 GAS SUPPLY 8.4 HEATING OIL SYSTEMS 8.5 HOT WATER HEAT 8.6 ELECTRICITY 8.7 AIR DUCT CROSSOVERS 9.0 FINAL INSPECTION 9.1 INSTALLER'S INSPECTION 9.2 RETAILER'S INSPECTION 9.3 HOME RELOCATION 9.4 WINDOW & GLASS DOOR PROTECTION Copyright ©1976, 2003 by Champion Page 1 2 2 2 2 3 4 5 5 5 5 -7 --8 _8 12 14 14 19 20 20 20 20 21 25 26 30 31 33 33 33 33 35 35 35 35 36 36 39 39 39 40 41 42 43 43 45 46 47 48 48 52 54 54 54 54 56 O FEDERAL MANUFACTURED A C) HOUSING CONSTRUCTION D O & SAFETY STANDARDS ,D a 07 m v 4/10/2003 DAPIA TABLE OF CONTENTS 1.1 HOW TO USE THIS MANUAL This installation manual contains instructions for the proper installation of a manufactured home. Please review this entire manual before starting the installation process. If you are professionally responsible for overseeing or completing the installation of this manufactured home, then you are the person to 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 homes are much too complicated to be installed by persons 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 accordance 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. This manual includes one approved method of installing a manufactured home. There are other ways in which a home can be properly installed; this manual is dedicated to specifying the parameters 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 the intended end use of the product. Contact the factory for special instructions, which may be available for any items, not covered in this manual. In some cases in this manual, we make recommendations rather than set requirements for installation. A requirement is given in order to ensure compliance with the minimum federal standards. Recommendations are practices that 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 become responsible for any complaints that may not have risen had the recommendation been followed. If you make decisions to deviate from the installation specifications of this manual, you may be responsible for those decisions. 1.2 PRE -INSTALLATION CONSIDERATIONS Refer to the Data Plate and the design load zone maps (Chapter 3) to make certain that the home is suitable for the geographic zone where a qualified installer will install it. Before locating or relocating the home, contact the local authority having jurisdiction over the installation to see if permits or inspections for such procedures .as blocking, anchoring or utility connections are required. 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 experienced 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 a manufactured home. VARIOUS WARNINGS and NOTICES are published throughout this manual as reminders. As qualified professionals in the field of manufactured housing installation, you are the experts and you must be aware of the hazards and conditions that you face, and that may result from what you do. These published reminders may not represent or identify all hazards, all potential hazards, or all possible consequences of improper or unsafe installation practices. Page 2 O FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION -0 Q &SAFETYSTANDARDS ;1 O a 07 m o 4/10/2003 TABLE OF CONTENTS 1.4 IMPORTANT DOCUMENTS In addition to this Installation Manual, the following documents must be reviewed prior to the installation of this home: 1.4.1 Data Plate The Data Plate is an important document located either at the main electrical panel, in the utility area, 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 climatic zone for. which the home was designed. Zone maps, included on the Data Plate and reproduced 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 relocated to a zone, which has requirements exceeding 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. Those pages identify requirements for special features included in the home which are not covered in this manual, or which differ from the details here in. O FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION & SAFETY STANDARDS O O a 07 m � o Page 3 4/10/2003 CHAPTER 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 of the home. 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 constructed. Evaporative cooler — a roof or window mounted cooling device utilizing air drawn through water soaked panels. Used primarily in and 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 site designed to transfer home anchoring loads to the ground. Information packet —the important papers provided with the home including appliance instructions, warranties, high wind coverage, 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 eoncemed 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. Local building authority — county or city inspector from the building 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. Qualified — 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 that is strongly 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 that 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. O FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION C) 3SAFETYSTANDMWS ;u Q 07 m Page 4 4/10/2003 C) CHAPTER -3 - SITE PREPARATION The integrity of the home depends on proper site preparation. No matter how the home was constructed or installed, it must ultimately suit the site upon which it sits. There are four primary considerations: C) I'MERAL MANUFACTURED> • Is the home designed for the site V NOUSING CONSTRUCTION -00g SAFETY STANDARDS. ;i7 • Is the site accessible `. a 07 m • Is the site capable of supporting the design loads 4/10/2003 0 • Is the site designed to prevent moisture damage.., 3.1 LOCATION The home is designed to meet_ wind, snow (roof loads), and climatic (heating and cooling) conditionsfor areas marked on the home's Data Plate (Figure 3.1). Do not locate the home where required loads exceed the loads for which it was designed. Locations with lower design loads are acceptable. ' 3.2 ACCESS 3.2.1 For Transporter Ensure that the transportation equipment and home can be safely moved to the site without damage. Fill any holes or soft places in the access road, and make sure there , is adequate space and a strong enough surface between the road and the site to support the home. Consideration must be given to any berms, ditches or soft fields that may need to be traversed. Remove any overhanging branches that are in the way, 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. 3.2.2 Encroachments and Setback Distances Local laws regarding encroachments in streets, yards, and courts, and" permissible setback distances from property lines and public roads may be applicable. 3.2.1 Issuance of Permits Ensure that all necessary local permits have been obtained and fees paid. 3.3.. SUPPORT .REQUIREMENTS AND SOIL CAPACITY 3.3.1 Requirements A firm foundation is necessary before the home is blocked and leveled. If the site is on filled in soil, it must be compacted to at least 95%0,`t.;of its maximum relative density. Table 3.1: General Descri tion of Soils Soil T e. 1 Allowable Pressure (lbs.sq.- ft.) 2 Sedimentary rock _per 4,000 Sandy. gravel or gravel 2,000 Sand; ' silty sand, clayey sand, silty gravel and clayey gravel 1,500 Clay, sandy clay, silty clay, or clayey silt 1,000 nconsolidated fill, peat or organic clays Special Analysis Required 1- Based on the Unified Classification System 2-14o allowance made for overburden pressure, embedment depth, water table height, or settlement- -roblems OTE: 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 5 CHAPTER 3 SITE PREPARATION Heating and Cooling Zone Map FIGURE 3.1 Wind Load Zone Map B O FEDERAL MANUFACTLMED D LJ ROUSING CONSTRUCTION; ' O &SAFETY STANDARDS < 07 < Roof Load Zone Map 4/10/2003 nn .r I""' IM.Wft 00 PSF Is...I [=Sc- 20 PSF WI.I—) 0� zl-* 1 B�� WIND ZONE I (15 PSF design) consists of those areas of the United States and its territories that are not identified as being in Wind Zone H or III. This home has not been designed for the higher wind pressure and anchoring provisions required for ocean/coastal areas and should not be located within 1,500 feet of the coastline in Wind Zones II and III. WIND ZONE II (100 MPH) The following local governments listed by state (counties or parishes, unless specified otherwise) are within Zone II: ALABAMA LA (cont'd) ME (cont'd) NC (cont'd) Aransas Baldwin East Feliciana Washington Currituck Brazoria Mobile Evangeline MASSACHUSETTS Jones Calhoun FLORIDA Iberia Barnstable New Hanover Cameron II counties unless Iberville Bristol Onslow Chambers identified being in Jefferson Davis Dukes Pamlico Galveston Wind Zone 111 LaFayette Nantucket Pasquotank Jefferson GEORGIA Livingston Plymouth Pender Kennedy Bryan Pointe Coupee MISSISSIPPI Perquimans Kieberg Camden St. Helena George Tyrrell Matagorda Chatham St. James Hancock Washington Nueces Glynn St. John the Baptist Harrison SOUTH CAROLINA Orange Liberty St. Landry Jackson Beaufort Refugio McIntosh St. Martin Pearl River Berkeley San Patricio LOUISIANA ST. Tammany Stone Charleston Wdlacy Acadia Tangipahoa NORTH CAROLINA Colleton VIRGINIA Allen Vermillion Beaufort Dorchester The Cities of-. Ascension Washington Brunswick Georgetown Chesapeake Assumption West Baton Rouge Candem Horry Norfolk Calcasieu West Feliciana Chowan Jasper Portsmouth Cameron MAINE Columbus Williamsburg Princess Anne East Baton Roue Hancock I Virginia Beach Page 6 WIND ZONE 111 (110 MPH) The following local governments listed by State (counties or parishes, unless specified otherwise) are within Wind Zone III: Broward Manatee Plaquemines Charlotte Monroe SL Bernard Collier Palm Beach SL Charles Dade Pinellas ' SL Mary Franklin Sarasota Terrebonne Gulf Louisiana North Carolina HendryJefferson Carteret Lee—LaFotuche Dare Martin Orleans I H de The following states and territories are within Wind Zone HE State of Hawaii All Alaska costal regions between the 90 mph Isotach on ANSI/ASCE7-88 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 CHAPTER 3 SITE PREPARATION 3.3.2 Bearing Capacity After completing any grading and filling, test the bearing capacity of the soil at the depth of the footings (see below) 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 un -compacted fill, confer with the local building authority for the recommended soil bearing capacity in the area or consult a local geologist or a qualified registered professional engineer for their analysis to determine the bearing capacity. 3.3.3 Soil Bearing Testing Methods and Equipment Use a pocket penetrometer (available from engineering supply homes) or other method acceptable to the local authority having jurisdiction. 3.3.4 Removal of Organic Material Removal of all organic 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. WARNING Excessive moisture underneath the home can cause structural damage and other moisture -related problems, including the growth of mold and mildew, which may be hazardous to health. DO CROWN AND GRADE SITE TO SLOPE (2-5%) AWAY FROM HOME. DO NOT GRADE SITE SO THAT WATER COLLECTS BENEATH HOME 3.4 MOISTURE PROTECTION Water must not be allowed to accumulate or stand underneath the home. Excessive moisture under the home may cause settling of the foundation, dampness in the home, and structural damage or long term deterioration to the home, including damage to the siding and bottom covering, buckling of the walls and floors, and problems with the operation of doors and windows. 3.4.1 Grading and Elimination of Depressions Grade the home site to permit water to drain from underneath the home (Figure 3.2). Grade the land to the edge of the home so it slopes away from the perimeter for a distance of 3-5 ft. or in accordance with local codes. Depending on the local landscape and local codes, drain tiles, ditches and culverts may be needed to drain surface runoff. If so, consult a qualified registered professional engineer. Regulated communities may have alternate grading provisions acceptable to the authority having jurisdiction. 3.4.2 Ground Moisture Control A uniform 6 -mil polyethylene 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. 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. FIGURE 3.2 ELIMINATION OF WATER BENEATH THE HOME SINGLE SECTION O FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION 0 & SAFETY STANDARDS . ;o a 07 m � o 4/10/2003 MULTI -SECTION I u _i tl E tl i ! > ��.p _�4}--.Sa•._ _`- ,On". ..r L':89:.3:!77'. _ a!' :LS�i�. LyG3'-d3E^S.SG 9.�.--e., Page 7 CHAPTER 4 FOUNDATIONS The Foundation is the platform that connects the home to the ground. While a strong foundation will not, in the long run, overcome a poorly prepared site, an inadequate foundation can cause the home to fail in resisting the loads it was designed to meet. Failure can range anywhere from difficult -to -open doors or windows to structural collapse. Generally, the foundations covered by this manual consist of Piers and Footings (see Definitions), although provisions for other systems are also described. 4.1 PIERS 4.1.1 Location/and Spacing The location of piers depends upon the type and configuration of construction (single or multi -section;. rectangular or offset), various design features, the size and weight of the, home, and the -roof load zone. The spacing of the piers depends on calculated pier loads, the design of the footings to transfer those loads to the soil, and the capacityof the soil. Each home section must be supported at the frames (Figure 4.1); at openings • greater than 4 feet in sidewalls and any mating walls (Figure 4.2); at miscellaneous loading conditions (Figure 4.3); and some homes must be supported under the perimeter as well (Figure 4.4). FIGURE 4.1 NOTICE Failure to provide supports at the locations specified can cause loads to exceed the design capacity of the home and cause unwarranted damage. Some homes require both perimeter and frame footings and piers to safely support the home. 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. STEP 1: FRAME BLOCKING. Each section must be supported under the Main I -beams. PIER LOCATIONS FRAME (MAIN I -BEAM) Single or multi -floor home (each floor) r di d2 Requirements dl — distance from endwall; maximum 2 ft. d2 — distance between piers, based on loads given in Table 4.1A for Frame Blocking only, or Table 4.2A for Frame & Perimeter Blocking. O FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION & SAFETY STANDARDS Q 07 m v 4/10/2003 Page 8 T Width Varies 1 CHAPTER4 FOUNDATIONS FIGURE 4.2 STEP 2: Sidewall & Mating Wall Openings. Each section must be supported at openings. FIGURE 4.2: PIER LOCATIONS SIDEWAIT & MATING LINE OPENINGS . di d2 d3 E Requirements d, - opening greater than 4 ft. in sidewall (e.g., sliding glass doors, porches, bay windows); pier load per Table 4.1B for Frame Blocking only, or Table 4.2B for Frame & Perimeter Blocking. All homes. dZ - mating wall openings.same as sidewall openings (d, ), per home section. d3 - if single pier is used to support two floors, load described -in Table 4.113 or Table 4.2B is doubled. All multi -floor homes (sections). d4 - transverse section tag requires roof center beam support piers as shown, or as marked on bottom of home. Use Table 4.2B, with opening equal to width of tag. FIGURE 4.3 STEP 3: Stabilizer Blocld FIGURE 43: PIER LOCATION MISCELLANEOUS (STABILIZER BLOCIUNG) a, a 3 Multi- section home, offset 4 O aI Y Requirements I under any concentrated heavy load (water beds, pianos, etc.) All homes 2 ' under the hinm side of all entry doors. All homes 3 at inside comers of offset multi -section units, as shown 4 perimeter blocking required under stairwells, front and/or rear of all homes with front crossmembers and/or rear flame recessed 7 inches or more. • typical piers are adequate. Footings of no lesser size than the base of the pier are required for stability. ' EXCEPTION stabilizer blocking for entry doors not required if a factory -installed outrigger or a field -installed listed adjustable outrigger (e.g., Manufactured Housing foundations'Systetns,`Inc.) is within 8 inches of the hinge side. listed adiustable outriggers may only be used on 10 inch or larger 1 -beams; located within 24 inches horizontally of a fame pier, installed per the manufacturer's installation instructions. adjustable outriggers may not be substitutes for other pier applications and must be removed prior to any home move. A, • NOTES FOR OFF -SET DESIGN I. roof of off -set section must have center peak. z. maximum off -set without center peak is 4' in wind zone I only. a. all other off -sets need set-up addendum a. off -set should be tied down & blocked as a single section for that portion of the home. Also, blocking shall be placed at the inside comers where floors ioin. O FEDERAL MANUFACTURED D Cr ROUSING CONSTR.UCT10N A SAFETY. STANDARDS . X O a 07 m Page 9 4/10/2003 CHAPTER 4 FOUNDATIONS FIGURE 4.4 STEP 4: Perimeter Mandatory when specified on data plate or "P" in serial number. Must be used in addition to Frame Blockine shown in Fil7ttre 4.1. 4.1.2 Pier Loads PIER PERIMETER (Mandatory when specified on data plate) Single or multi- section home, — rectangular shape _ (marriage -line not present on -0 single floor homes.) dd2 Multi- section home, offset d3 Multi- section home with --- - - — transverse roof tag d d, - distance from endwall; maximum 2 fl. d2 - distance between piers, based on loads given in Table 4.2A d3 —distance between piers at mating line shall not exceed 4 ft. Based on loads given in Table 4.2A d4 - Transverse tags require 3 perimeter piers under each side, as shown. Use Table 4.2A. NOTE: Perimeter piers not required under openings as shown in Figure 4.2. 4.1.3 Pier Design The load that each pier must carry depends on factors such as the dimensions of the home, the roof live load, the spacing of the piers, and the way the piers are used to support the home. See Tables 4.1A & B, and 4.2A& B for minimum. required pier capacities. Maximum eaves for these charts are 16 inches for sections 14 ft. wide or less, and 12 inches for wider sections. O FEDERAL MANUFACTURED D V HOUSING CONSTRUCTION -0 SAFETY STANDARDS ,-p Q 07 < � O 4/10/2003 Page 10 • Type & configuration (Figure 4.5). CHAPTER 4 FOUNDATIONS FIGURE 4.5 TYPICAL TYPES OF PIERS Double Interlocked Block (MAX. LOAD 16,000 LBS) Single Blocks 7"� (MAX. LOAD 6,000 LOS( / shims T^max. '/ I :::.PIER CAP —wood blockingWE PIER CAP;?" " ►-- pier caps 80" max. PIER 36" TOP OFF maxconcrete pier7 I E< footing RS OF SHIMS Mating Line Block Perimeter Block Install at right angles to the Every layer shall be at right angles to the sup�orted-1-beam. Horizontal offsets previous one. Piers over 36 inches high shall not exceed 1/2 inch top to must be spaced not more than 8 feet on bottom. Mortar is not normally center. Mortar will not normally be required. required. 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 comer piers that will be over three blocks high, out of double interlocked concrete blocks. Every layer shall be at right angles to the previous one. Mortar will not normally be required. Piers over 36 inches high must be spaced not more than 8 feet on center. Load bearing (not decorative) concrete blocks shall have nominal dimensions of at least 8"x 8"x 16" and shall be ASTM C-90 Grade N, minimum. They must be stacked with hollow cells aligned vertically. HARDWOOD SHIMS: Use 4 -inch x 6 -inch hardwood shims to level the home and fill any gaps between the base of 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 WOOD BLOCKS: Same width and length as cap, may be used to fill space between cap 81 shims. CAPS: 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. Manufactured & Labeled Metal or Concrete Devices Frame Recessed Perimeter Piers FLOOR JOIST \_ BEAM 10" max. PIER Manufactured piers shall be listed and labeled for the required load capacity. Minimum base is nom. 12". Adjustable risers shall not extend more than 3 inches or beyond the limits specified by the pier manufacturer, whichever is less, when finally positioned. Recessed perimeter piers to be located no more than 48" on center and 10" from the edge of the floor. Beams are (2) SPF #3 2x6x24, to be placed on the adjusting screw and shall bear under at least (2) floor joists. Maximum pier load is 2,500 lbs. O FEDERAL'MANUFACTURED D U HOUSING CONSTRUCTION 0 Q &SAFETYSTANDARDS ;1 0. a 07 m � v 4/10/2003 Page 11 CHAPTER 4 FOUNDATIONS A minimum clearance of 12 inches shall be Footings shall consist of pre -cast or poured -in - maintained beneath the lowest member of the frame in the place concrete pads, slabs or ribbons at least 4 inches area of utility connections. No more than 25 percent of thick with a 28 -day compressive strength of at least the frame shall be less than 12 inches above the ground 3,000 psi. Footings shall be no smaller than that and no part of the frame shall be in contact with the specified in Table 4.3 for the applicable load or the ground. Wood floor joists, including perimeter joists, shall pier base, whichever is greater, and the effective load be a minimum of 6 inches above the ground, area of concrete footings shall not extend beyond the Additionally, sufficient clearance shall be maintained to pier base by more than the thickness of the footing. allow interconnection of multi -section units and for proper When used in conjunction with anchoring systems, installation of ground anchors. slabs and ribbons shall be designed by a qualified registered professional engineer with knowledge of NOTICE If clearance under the home is less than 24", service provided through the manufacturer's limited warranty for components normally accessible from the underside, including but not limited to plumbing, electrical, and structural issues, may require that means of access to the components be provided at the homeowner's expense. - 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 not specifically addressed by this manual, the foundation and stabilizing devices shall be designed by a qualified registered professional engineer and the installation shall be acceptable to the authority having jurisdiction. 4.2 FOOTINGS 4.2.1 Concrete FIGURE 4.6A the anchorage requirements of 5.4, and shall be acceptable to the authority having jurisdiction. • Pressure -treated wood (Fig. 4.6A). • Pressure -treated plywood (Fig. 4.613). 4.2.2 ABS Plastic Pads Using the ABS footing pad manufacturer's 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. . 4.2.3 Other Materials Other materials may be used when approved by local authorities if they provide equal load bearing capacity and resistance to decay. _ QUANTITY & SIZE CAPACITY QUANTITY & SIZE CAPACITY 1 EACH 2X12X24 1875 LBS 6 EACH 2X6X16 1/2 1890 LBS 1 EACH 2X12X30 2344 LBS ,r 4 EACH 2X10X18 2375 LBS - 8 EACH 2X6X22 3360 LBS 3 EACH 2X12XX24 3750 LBS Typical pier foot print. Any approved pier and footer may be used. 2x 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. Soil Capacity is 1000 PSF. Page 12 O FEDERAL MANUFACTURED U HOUSING CONSTRUCTION O & SAFETY STANDA RDS X a 07 m v 4/.10/2003 CHAPTER 4 FOUNDATIONS Frame Piers FIGURE 4.6B PLYWOOD PIER/PAD SIZE' Minimum Plywood Maximum Pier Plywood Pad Thickness, Inches 3 Load, Pounds Size, Inches z Metal Concrete For 1000 PSF Stands Blocks Soil 16x16 %2 1 1780 16x19.2 5/8 11/8 2130 24x24 1 1/8 1 ''A 4000 1- 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 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. Plywood grade recommended for all pads is PSI. 2- Face grain may be either direction relative to the pad or pier thickness. 3- Plywood thickness is for a metal stand with an 1 1-1/2 inch square base, or a concrete block with an 8x16 inch base. Thickness of one inch or more may be fabricated from two layers of plywood, stacked with or without fastening. 4.2.4 Proper Size Proper sizing of footings depends upon the load - carrying capacity of both the piers and the soil. The useful or "Effective Area" of concrete footings may not exceed the base of the pier in any direction by more.than the thickness of the footing. Determine the pier loads from Table 4.1A .& B or 4.2A & B and select an adequately sized footing from Table 4.3. EXAMPLE 28x60 ft home, with 12 ft. recessed entry. (porch), 6 ft. sliding glass door, a rear hinged home -type door, and 18 ft. opening in marriage wall, 10 in. I=beams, located in ani area with a 30 psf roof load. Pier type: concrete block. Soil capacity = 2000 psf. Poured concrete footings, 4" thick. 1 28 h 60 R � 12k - From Table 4.1A, maximum 9' spacing, piers must be capable of carrying 6700 lbs. Sidewall & Mating Wall Piers From Table 4.113, piers on either side of 6' sliding glass door must be designed for 1,650 lb. Load; • piers under 12' porch posts must be designed for 2,500 lbs; • piers under 18' mating wall opening designed for 2 x 3,300 = 6,600 lbs. Miscellaneous Support Stabilizer support under hinge of rear home -type door. Footing Size Frame Minimum area required: 6700 lb/2000 psf = 3.35 sq. ft. Effective area available, based on pier size & thickness of footing = (16 x 24)/144 = 2.66 sq. ft. 8x16 concrete block 4" thick 4 concrete 8" 16„ footing _ 4- 14" I 16" 14" 24" 0 FEDERAL MANUFACTURED D V HOUSING CONSTRUCTION -0 &' SAFETY STANDARDS X Q 07 m O 4/10/2003 Page 13 CHAPTER 4 FOUNDATIONS Maximum pier load allowed is 2.66 sq. ft. x 2000 psf = 5,300 lbs. Therefore, need to reduce spacing to 6 ft, based on Table 4.1A or increase footing size to 20" x 28" and thickness to 6". The effective footing size would then be 20"x28" or 3.88 sq.ft. at 2000psf=7,760lbs. which would allow for a 9 ft. spacing. Sidewall Openings Minimum area required: 2500 lb./2000 psf = 1.25sq ft. Mating Wall Opening Minimum area required: 6,600 Ib./2000 psf = 3.3 sq ft. Effective area available is 2.6 sq. ft.; Therefore need to increase Effective Area by increasing pier base size or footing size. Using double interlocked block increases Effective Area to 4 sq. ft. double interlocked 8x16 concrete blocks 4" 20204" thick 16" 24" concrete footing 4,. 4" 1 16" 14" 24" FIGURE 4.7 BACKFILL' GRAVEL OR GF SAND, 6" 1 FROST LIN DEPTH 4.2.5 Placement In Freezing Climates • Conventional Footings (Figure 4.7). When 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. 4.3 OTHER FOUNDATIONS Check local building codes and regulations when placing the home on a basement, crawl space or load-bearing perimeter foundation. Do not allow an open porch to be installed over a basement or other enclosed space.. A qualified registered professional engineer's design may be required. In some instances, the manufacturing facility may provide foundation designs that meet many local codes. Design guidelines may also be found in reference publications such as those listed at the end of this chapter. 4.4 SPECIAL CONSIDERATIONS 4.4.1 Flood -Prone Areas If the home is intended to be located in a river or coastal flood -prone area, assess the level of hazard, and consider any building or insurance restrictions. Page 14 FOOTINGS FOR FROST AREAS TO PRECLUDE THE HARMFUL EFFECTS OF GROUND FROST HEAVE, FOOTINGS MUST BE AT OR 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. O FEDERAL MANUFACTURED D L 'HOUSING CONSTRUCTION ''U Q & SAFETY STANDARDS ;a 07 m O 4/10/2003 , CHAPTER 4 FOUNDATIONS The local Federal Emergency Management 4.4.3 Special Snow Load Administration (FEMA) is a primary source of information. Consult a qualified registered Homes ',designed for and located in heavy professional engineer to make sure that the snowfall areas or subject to other extreme loading foundation design and construction conform to conditions may require special piers or footings. If applicable federal, state and local codes and the plans for these piers and footings are not provided regulations. Special regulations or flood insurance with the home, a qualified registered professional provisions may apply, which may include unique engineer must design them to be acceptable by the elevation and anchoring techniques. The FEMA focal authority having jurisdiction. Extreme snow publication .listed at the end of this chapter contains loads often require a separate specific design for the design and construction recommendations. snow load. - 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. These installation instructions are not designed for sites within 1,500 feet of the coastline in Wind Zone II and Wind Zone III. Page 15 O FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION Q & SAFETY STANDARDS O Q 07 m 4/10/2003 1 CHAPTER 4 FOUNDATIONS 4.5 TABLES (intermediate spacings require proportional loading.) 0 FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION '10D Q & SAFETY STANDARDS .Z1 a 07 m tY o 4/10/2003 Page 16 TABLE 4.IA: MINIMUM PIER LOADS FRAME BLOCKING ONLY When Perimeter Support is Not Required Except at Openings Minimum Pier Capacity, lbs. Nominal Floor W idth, ft. Roof Live Load, PSF 4 Maximum Pier Spacing, ft. 6 8 9 10 11 20 2,300 3,400 4,600 5,200 a 5,700 a 6,300 b 30 2,600 3,900 5,200 5,800 a 6,500 a 7,100 b 12 40 2,900 4,300 5,700 6,500 (a) 7,200 (b) 7,900 (b) 20 2,700 4,000 5,300 6,000 a 6,600 b 7,300 b 30 3,000 4,500 6,000 6,700 a 7,500 b 8,200 b 14 40 3,300. 5,000 6,600 (a) 7,400 (a) 8,300 (b) 9,100 (b) 20 2,900 4,400 1 5,800 6,500 a 7,300 b 8,000 b 30 3,300 4,900 6.50 a 7,300 b 8,200 b 9,000 b 16 40 3,600 5,400 7,200 (a) 8,1.00 ' (b) 9,000 (b) 9,900 (b) 20 3,300 4,900 6,500 (a) 7,400 (b) 8,200 (b) 9,000 (b) I8 30 3,700 5,500 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 H igh Main Frame 1 -Beam - IF CONDITIONS CANNOT BE FOUND IN THIS TABLE, USE TABLES 4.2A & B. TABLE 4.1B: MINIM UM PIER LOADS, LBS SIDEWALL & MATING WALL OPEN/NGS (persection) For Frame Blocking Only, Perimeter Support Not Required Except At Openings For single piers supporting both mate line walls, double the load shown. Minimum Pier Capacity, lbs. Nominal Floor Width, ft. Roof Live Load, PSF Opening Width, ft. 5 10 15 20 25 30 35 20 550 1,100 1,650 2,200 2,700 3,250 3,800 30 750 1,450 2,200 2 900 3,650 4 350 5,100 12 40 900 1,800 2,700 3,650 4,550 5,450 6,350 20 600 1,250 1,850 2,500 3,100 3,700 4,350 30 850 1,650 2.500 3,300 4,150 4,950 5,800 14 40 1,050 2,050 3,100 4,150 5,150 1 6,200 7,200 20 650 1,300 1,950 2 6503,300 3,950 4,600 30 900 1,750 2,650 3,500 4,400 5,250 6,150 16 40 1,100 2,200 3,300 4,400 5,450 6,550 7,650 20 750 1,450 2,200 2,950 3,650 4,400 5,100 30 1,000 1,950 2,950 3,900 4,900 5,850 6,850 Ig -For piers supporting two adjacent openings, the capacity shall be the sum of the capacities from each opening. 0 FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION '10D Q & SAFETY STANDARDS .Z1 a 07 m tY o 4/10/2003 Page 16 CHAPTER 4 FOUNDATIONS TABLE 4.2A: MINIMUM PIER LOADS FRAME PL US PERIMETER BLOCKING Both Frame and Perimeter Blocking Required For single piers supporting both sides of a mate line, foundation loads must be doubled. Nominal Floor Width, ft. Roof Live oa Load, oa , Minimum Pier Capacity, lbs. Maximum Pier Spacing, ft. 4. 5 6 7 8 10 12 12 Frame 20-120 1,300 1,600 2,000 2,300 2,600 3,300 3,900 Perimeter 20 1 000 1,200 .1 500 1,700 2,000 - - 30 1 300 1 600 1 900 2 200 2 600 - - 40 1,600 2,000 2,400 2,700 3,100 - - 60 2,100 2,700 3,200 3,800 4,300 - - 80 2 700 3,400 4,100 4,800 5,500 - - 100 3,300 4,100 5,000 5,800 - - - 120 3,900. 4,900 5,800 - - - - 14 Frame 20-120 1,500 1,900 2,300 2,700 3,000 3,800 4,600 Perimeter 20 -.1 100 1,400 1 700 1 2,000 2,300 - - . 30 1 500 1 800 2200 2,600 2,900 - - 40 .1 ,800 .2 ,200 2,700 3,100 3,600 - - 60 2,400 6,100.1 3,700 4 900 - - 80 _4,300 3,100 3,900 4,700 .5 400 6,200 - - 100 3-800 4,700 5 700 - - - - 120 4,400 - - - - - - 16 Frame 20-.80 1,700 2,100 2,600 3,000 `3,400 400 4, 300 1 5,100 Perimeter 20 1200 1,500-- 1,800 2,100 2 400 - - 30 1,600 1900 2 300 2 700 3,100 - - 40 1,900 2,400 2 900 3 300 -318-0-0- - - 60 2,600 3,300 3,900 4,600 5,200 - - 80 3 300 4 100 5,000 5,800 -- 800 18 Frame Frame 20-40 1, 900 2,400 2,900 3,400 3,900 4, 800 5, 800 Perimeter 20 1,300 1 700 2 000 2-1400 2 700 - - 30 1 1700 2200 2 600 3 000 3 500 - - .40 21100 1 2,700 3,200 3,700 4,300 - - - Perimeter support recommended for gypsum board tape and texture homes. - Perimeter/Mate Line support spacing & loading may not exceed 8 feet. O FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION -D & SAFETY STANDARDS ;1 q 07 m v 4/10/2003 Page 17 CHAPTER 4 FOUNDATIONS TABLE 4.2B: MINIMUM PIER LOADS, LBS SIDEWALL & MATING WALL OPENINGS (per section) - Both Frame & Perimeter Blocking Required For single piers supporting both mating walls, double the load shown. Nominal Floor Width Roof Live Load, PSF Minimum Pier Capacity - Lbs. Mating Wall Opening - Feet 5 10 15 20 25 30 35 12 20 1,400 2,000 2,500 3,000 3,600 4,100 4,700 30 1,900 2,600 3,300 4,100 4,800 5,500 6,200 40 2,400 3,300 4,200 :5;100 6,000 6,900 7,800 60 3,300 4,600 5,800 7,100 - - - 80 4,200 5,900 7,500 - 100 5,200. 7,200 120 6100 14 20 1 600 2 200 2 800 3 500 4 100 4,700 5,300 30 2,100 3,000 3,800 4 600 5,400 6 300 7,100 40 2,700 3 700 4 700 5 800 6,800 718-00 - 60 1 3,800 5,200 6,600 - - - _ 80 4,800 6,700 100 5,900 - 120 7,000 _ _ _ _ 16 20 1,700 2,400 3,000 3,700 4,300 5,000 5,600 30 2,300- 3,200 1 4,000 4,900 5,800 6,700 1 7,500 40 2-18-0-0- 3,900 5,000 6,100 7200 = - 60: 4,000 5,500 7,000 - 18 -20 1900 1 2,600 1 3.400 1 4.100 1 4-900 1 5 600 6 300 30. 2-5-50-0- 3,500 4;500 5,500 6,400 7,400 1 - 40 3,200 4,400 5,600 6,800 8,000 - I - -For piers supporting two adjacent openings, use the sum of the capacities from each span. O FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION -Vo C] &SAFETYSTANDARDS ;J C 07 < ITT of 0 4/10/2003 Page 18 CHAPTER 4 FOUNDATIONS TABLE 4.3: MINIMUM FOOTING SIZE IN S UARE INCHES PIER SOIL CAPACITY IN POUNDS PER SQUARE FOOT LOADS, LBS. 1000-T-1500 1 2000 1 3000 SQUARE INCHES 4000 1,000 144 128 128 128 128 1,500 216 144 128 128 128 2,000 288 192 144 128 128 3,000 432 288 216 144 128 4,000 576 384 288 192 144 5,000 720 480 360 240 180 6,000 864 576 432 288 216 7,000 1,008 672 504 336 252 8,000 1,152 768 576 384 288 9,000 1,296 864 648 432 324 10,000 1,440 960 720 480 360 11,000 1,584 1,056 792 528 396 12,000 1,728 1,152 864 576 432 13,000 1,872 1 1,248 936 624 468 14,000 2,016 1 1,344 1,008 672 504 15,000 2,160 1,440 1 1,080 720 1 540 4.5 REFERENCE DOCUMENTS FOOTING SIZE GUIDE AREA ,(INCHES'') TYPICAL ' SIZE (BxL) EQUIVALENT DIAMETER (D) 128 8x16 18 144 12x16 18 256 16x16 18 384 16x24 24 400 20x20 24 576 24x24 28 720 2400 32 900 3000 34 1080 3006 38 1296 3606 42 1728 36x48 48 2304 48x48 56 L r- A------- The following reference documents are identified for informational purposes only. D B ANSI/NCSBCS A225.1-1994: ANSUASCE 7-88: FEMA 85: HUD Handbook 4930.3 (1989): All -Weather Wood Foundation Systems Manual: Frost -Free Shallow Foundation Design Guidelines: Building Foundation Design Guidebook: Manufactured Home Installation Guide by Porter, George Guide to Foundation and Support for Manufactured Homes O FEDERAL MANUFACTURED D �j HOUSING CONSTRUCTION -' Q 8 SAFETY STANDARDS ;0 e( 07 m o 4/1 n/2nn.q Manufactured Home Installations IBTS, 505 Huntmar j. ParkDr., Herndon, VA 20170 L Minimum Design Loads for Buildings and other Structures, ASCE, 345 East 47`" St., New York, NY 10017-2398 Manufactured Home Installation in Flood Hazard Areas, FEMA, Washington, DC 20472 (202) 646-2708, September 1985. Permanent Foundations Guide for Manufactured Housing, HUD, 415 7`" St., SW Washington, DC 20410 National Forest Products Association, 1619 Massachusetts Ave., NW Washington, DC 20036, June 1976 Energy Design Update, March 1988 Document No. DE 88013350, National Technical Information Service, 528 Port Royal Road, Springfield, VA22161 Manufactured Housing Institute, 2101 Wilson Boulevard, Suite 610 Arlington, VA. 22201-3062 Manufactured Housing.Research Alliance 2109 Broadway, Suite 203, New York, NY. 10023 Page 19 CHAPTER 5 INSTALLATION PROCESS 5.1 PRE -INSTALLATION PROCEDURES After moving the home to the site location, make sure the following items are completed before installation: ❑ The home is designed for the proper geographic zone: wind, snow, thermal (Chapter 3). ❑ The site is properly prepared (Chapter 3). ❑ All footings are properly placed and constructed (Chapter 4). ❑ 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. 5.2 POSITIONING THE HOME ❑ Place the support piers close to where they will be used and move the home or first section of the home into the desired location. ❑ Remove the close-up material (plastic wrap) from areas in which sections will be joined, including the roof cavity. Failure to do so could effect the ventilation characteristics of the home and result in moisture damage. Drive flush or remove all protruding nails or staples. or other objects that could, hold- the sections apart along the mating surfaces. ❑ If the home has a hinged roof, refer to section 6.1 or addendum before mating sections together. ❑ Locate piers at the ridge beam support columns of the blocked section so they will support both sections. Raise, block and level the section as described in section 5.3. 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 appropriate blocking is in place, which will safely support the weight of the home. If there is an internal crossover duct, make certain that a connection seal is in place prior to joining the two sections. ❑ Position and align subsequent mating sections near the first section. Move the home section over to meet the previously installed section using a properly functioning rolling. and jacking system in accordance with the system manufacturer's operational instructions. 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. 5.3 RAISING, BLOCKING AND LEVELING ❑ Locate 12 -ton jacks in front of and behind the axle assembly and at least every 20 feet along the remainder of the I-beam, and directly under the vertical web of the I-beam. To prevent tipping or settling, use a firm, stable wooden support under jacks. ❑ Jack only on the main chassis I-beam. Do not jack on the seam of a twin I-beam. Use a large 3/8 -inch ❑ Before the final positioning of the subsequent thick steel plate; C- channel or other equivalent mating sections, fasten (staple or nail) strips of plate between the main'dhassis I-beam and the jack sill sealer around the mating edges of the floor, head to distribute the load (Figure 5.1). walls, and ceiling (at the ceiling panel location) - to prevent air infiltration and condensation. o FEDERAL MANUFACTURED --Use jacks only for raising and lowering the L) HOUSING'CONSTRUCTi&C.0 home. Do not rely on the jacks to support the • Material used for this purpose shall n(R be aFET, STANDARDS o home. placed in a position where it could restriq the4/10/2003 0 air ducts of the heating system, or supply or It is very important°that safety support timbers return air ducts that might cross at the floor are installed under the home to support its line or through the ridge beam. weight (Figure 5.1), and that they follow the Page 20 CHAPTER 5 INSTALLATION PROCESS home up as it becomes higher off the secondary sections of the home to the set section. ground. Only one side should be jacked at a time so that the other. . side is always Check the soundness of all piers and adjust as supported and stable. Build the support required to assure the normal operation of all windows blocking roughly level under one side of the and doors. If any difficulties are found with their home and use them to support the home operation, check that area with the level. If the home is while you raise the other side. Be especially found to be level and properly supported then adjust aware of external forces such as the potential the window or door to the home. for a sudden gust of wind or failure of a jack, ❑ Remove the safety supports. and be sure the safety supports will hold if needed. For added safety, the tires should 5.4 INTERCONNECTION OF always remain on the home until after it is MULTI -SECTION HOMES placed on the piers. ❑ Uniformly raise the home to an inch or two above the level you want to set your piers. Take care not to cause the home to lean too much to one. side with the jacks; never jack one beam more than 6 -inches above the other. The home shall also be in very nearly a level position end to end as the lifting process proceeds. ❑ Design and locate piers as required by Chapter 4. Adjust all pier heights using a transit, water level (Figure 5.2) or other acceptable leveling procedure. Since the level will be setting the tops of the piers at the point you wish the bottom of the main beam to be, any 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 and the shims & caps. ❑ 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. Lower the outside beam first and then the inner beam, while using several come -a -longs to. tighten FRAMESA V ER JACK WITH STAND ❑ After the sections. have been positioned together, aligned, and leveled, install the lag screws to connect the floors as shown in Figure 5.3. If the home has through -the -floor -crossover air ducts, make sure the spacing of the lags avoids the duct area. 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 the side rails together. Continue to check, level, and fasten the sections together for the length of the home. FIGURE 5.1 BLOCKING IS RECOMMENDED BEHIND THE AXLE AREA AND AT THE HITCH END OF THE UNIT, AS SHOWN. O FEDERAL MANUFACTURED U HOUSING CONSTRUCTION & SAFETY STANDARDS a 07 4/10/2003 M v Page 21 TYPICAL BLOCKING Use 4x6 Timbers 5 Foot Long Stack as Shown CHAPTER 5 INSTALLATION PROCESS • Any holes cut in the bottom covering must be repaired (Chapter 9.) ❑ Align the ceiling and the end walls of the sections with each other on the inside of the home. ❑ If the sections are not in proper alignment, they may be adjusted (racked) by raising (jacking) the two opposite comers of the home. This will cause the ceiling on the opposite side to move forward. When the end walls become flush, fasten them together at the front and back end of the home with 16d nails, or equivalent, spaced at a maximum of 18 inch on center. Once the end walls 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. FIGURE 5.2 HOW TO USE A WATER 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 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 oven. air bubbles have been removed and the can is removed. 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 I-beam when in it's final position. 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 the tubing can be moved without losing any of the liquid. 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. O FEDERAL MANI . NOUStNG CON & SAFETY STANDARDS a 07 4/10/2003 WATER LEVEL Page 22 O M v CHAPTER 5 INSTALLATION PROCESS FIGURE 5.3 FIGURE 5.4 MULTI—SECTION FLOOR JOINT SILL SEALER TO PREVENT AIR INFILTRATION SIDE RAILS FLOOR JOIST\ 3/8 x 4" OR LAG SCREWS 32" O. C. STAGGERED 5/16" X 4" LAG SCREWS 24" O. C. STAGGERED O FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION Q & SAFETY.STANDARDS:.;U Q .67 m It v 4/10/2003 FLOOR JOIST 45'± BOTTOM ROOF SHEA FIBERGLASS INSULATION OR EOUIVALENT TO PREVENT AIR INFILTRATION _ FIGURE 5.5 FLUSH HEADS VAT ' ROOF SHEATH NG RIDGE CAP SHINGLES a ni® UNDERLAYMENT 3/6 x 5' LAC SCREWS J2 O.C. STAGGER_. OR 5/16" X 5" LAG SCREWS 2a' O.C. STAGGERED 2X CR ^I RIDGE BEAM FIGURE 5.6 #8 X Y SCREWS OR EOUIVALENT FASTENERS AT 18" O.C. - TYPICAL WALL Page 23 CEILING PANEL CHAPTER 5 INSTALLATION PROCESS, FIGURE 5.7 CONNECTION OF TAG TRIPLES 010 x 5' WOOD SCREWS TOE SCREWED 12' O.C. ALONG ILA PLANT VALLEY FLASHING 150 FELT 'B' UNIT DORMER 2 1l2' 'B' UNIT ` DECKING MI FINISH VALLEY, PLACE IN WIDE R MIN. ROLLED ROOFING 6' MIN. UNDER 45 DEGREES 'C' UNIT IN -PLANT VALLEY FLASHING TO END OF EAVE. OVERLAP 154 FELT 6• MIN. OVER 50# ROLLED ROOFING. THEN REPLACE 'C' UNIT 'B' U IT SHINGLES THAT WERE REMOVED. FIELD CUT ROOF DECKING INTO VALLEY SHEATHEDTRUSS FIRE BLOCKING I 2 x 8 NAILER _ 'C' UNIT 06 x 4' TOE SCREWS FOR ON SITE ON 45 DEGREE ANGLE CONNECTION aooc cewexi AT 12-0-C-1 'C* UNIT 'B'UNIT'B' UNIT AFTER ALL UNITS HAVE BEEN SET, REMOVE 11. reu CUT SHINGLES FROM BOTH'B' AND 'C' UNITS, REFER TO APPLY ROOF CEMENT, ROLL OUT 12' MIN. WIDE FIGURE 5.4 ` 150 FELT, THEN REPLACE SHINGLES THAT WERE REMOVED. DETAIL SECTION ROOF CONNECTION (ON SITE) AT MODULE C CONNECTION #f0 x 5-1/2' SCREW Q 12. O.C. SHINGL DRIP NOTES FOR TAG SECTION: EDGE 1. WITH THE THIRD SECTION OF THE TRIPLE WIDE POSITIONED NEXT TO THE 1-1/2 AXI. J 2 X SPACER MAIN UNIT, INSTALL FOOTINGS AND PIERS AT THE I -BEAMS AND PERIMETER STEP 1 7/16' DECKING AS SHOWN FOR THE APPROPRIATE WIDTH DOUBLE WIDE HALF. MULTI -SECTION FLASH)NG CENTER BEAM SUPPORT LOCATIONS ARE MARKED ON THE BOTTOM OF THE HOME. PIER CAPACITY FOR THESE LOCATIONS CAN BE FROM TABLE 4.213 USING SHINGLE TAG I I DORM R 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' O.C. A 12' LONG 2X SPACER IS TO BE TIGHTLY FIT BETWEEN THE DORMER AND THE TAG DECK - OPT. UNDER EAVE ROOF CONNECTION AND THE SCREW IS TO PASS THROUGH THE CENTER OF THE SPACER (AS SHOWN). SEE NOTE 2. 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: TAG SECTION MULTI -SECTION 3. IF THE TAG IS DESIGNED FOR WIND ZONES II OR III, A SEPARATE SET-UP (TAG TRIPLE WIDE) ADDENDUM IS REQUIRED. ❑ Look for low points by carefully inspecting the requiring special attachment. If found, fasten support ceiling or by using a straight edge. Start in the columns to the structure of the other section as shown front and work to the back of the home. To in Figure 5.6. raise a low portion, use a hydraulic jack and a padded tee underneath -the low point (Figure ❑ . After completing the leveling of the home, check 5.4). Carefully raise the jack until the adjoining the door and window operation. Minor adjustment ceiling sections are flush. Then, fasten the two of the shims at some piers may be needed to ridge beams together on the outside of the improve the operation of a door or window. home. ❑ Secure adjoining roof sections together by installing lag screws at a 45 -degree angle so they penetrate both ridge beams (Figure 5.5). 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. ❑ Check inside the home along the centerline for a label that identifies any support column • Special connection details are shown in Figures 5.7 and 5.8 for Triple -Wide homes. O FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION:_U Q & SAFETY STANDARDS ,'a a 07 m o 4/10/2003 Page 24 CHAPTER 5 INSTALLATION PROCESS 5.5 CLOSURE Other roofing materials may be used in accordance with their manufacturer's installation instructions. 5.5.1 Exterior Roofs Composition shingle roofs: cover the joint between roof sections with a piece of 8 inch wide roofing felt or underlayment, stapled to the underlying roof decking with 16 ga. x 1 inch x 1 inch staples spaced a maximum of 6 inches apart. Use 36 inch x 12 -inch shingles cut into three sections for the ridge cap. Start from the end that is opposite the direction of the prevailing wind. Overlap each ridge shingle per manufacturers instructions and secure with four 16 ga. x 1 inch x 1 -inch staples or roofing nails (Figure 5.5). Also see Figures 5.7 and 5.8. Metal roofs: use an 8 inch wide galvanized metal cap to cover the joint. Apply sealant tape under edge of cap. 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 (Figure 5.9). UNDERLAYMENT— . ROOFCEMENT 'B' UNIT 5.5.2 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 (Figure 5.10). 5.5.3 Exterior Trim Homes manufactured with wood or vinyl siding are described in Figure 5.11. The closure material is . shipped with each home and can. be identified by matching it with the front and rear of the home. • Remove any polyethylene material from the end walls and install. the siding with the provided fasteners, using the nailing pattern given in Figure 5.11.- 0 .11.' • Install the matching bottom trim in the front and rear with the nails provided. FIGURE 5.8 CONNECTION OF FULL TRIPLES Separate set-up addendum is required if home is designed for wind zones II and III, or offset more than 4' in wind zone I. AFTER ALL UNITS HAVE BEEN SET. 'A"and —APPLY ROOF CEMENT, ROLL OUT 30' MIN UNIT WIDE 15# FELT, THEN INSTALL SHINGLES (LAP ROOF UNDERLAYMENT 6' MIN.) DETAIL SHINGLES (ON SITE) FRAME OR FRAME PLUS PERIMETER BLOCKING SEE SUPPORT TABLE O FEDERAL MANUFACTURED A 0 HOUSING CONSTRUCTION Q & SAFETY STANDARDS O Q 07 m 0 4/10/2003 16' MIN. STRIP OF APA ROOF SHEATHING ATTACHED IN FIELD AFTER HOME IS LAGGED TOGETHER WITH 15 GA. STAPLES AT 6' O.C. 3/8 x 5' LAG SCREWS AT 32' 08 x 4' TOE SCREWS ON 45 DEGREE ANGLE AT 12 O.C. AT ENDWALLS. I ' "A" and "C" UNIT 3/8' x 4• LAG SCREWS ON 45 DEGREE ANGLE AT O.C. STAGGERED SECTION ' MODULE CONNECTION Page 25 "B" UNIT OF PROFESSIONAL ENGINEER SEAL CHAPTER 5 INSTALLATION PROCESS FIGURE 5.9 METAL ROOF JOINT GALVANIZED METAL RIDGE CAP METAL SCREW SEALANT TAPE BACKING METAL ROOF 5/16" X 5" LAG SCREWS 24" O.C. STAGGERED TYPICAL RIDGE BEAM FIGURE 5.10 INTERIOR TRIM WALL MOULDING DETAIL A (TOP VIEW) MOULDING OR PANELING OE 2 SIDE 1 INTERIOR PANELING MOULDING EXTERIOR SIDING • Match and install the gable trim material • 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. 5.5.4. Metal Siding Install the bottom starter with the fasteners provided, and then install the siding by snapping the pieces into the S -Locks. Secure with the screws provided. Attach the roof closure metal to the front and rear roof. 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. 5.5.5 Utility Crossovers MOULDING Water, drainage, gas, electricity, and telephone utility crossovers. Correct procedures are outlined in Chapter 8. TION MOULDING OR PANELING WALL MOULDING DETAIL A (SIDE VIEW) SIDE 2 SIDE 1 ATTIC ATTIC IF CEILING CEILING BEAM .SIDE 2 ATTIC \ CEILING BEAM. COVE OR PANEL STRIP SIDE 1 ATTIC CEILING 'BEAM 5.6 ANCHORING INSTRUCTIONS The home must be anchored to the ground in order to resist overturning and lateral movement (sliding) caused by wind. The ground anchoring system described in this section is one acceptable method of anchoring the home to the ground. See Section 5.6.5 for other acceptable systems. Unless otherwise noted, all tie down and anchoring instructions are for homes with a roof pitch that does not exceed 20 degrees (4.3 inches rise for every 12 inches in run). Page 26 O FEDERAL MANUFACTURED D i,F=SING.CONSTRLCTI01 $.. sItFETY STANDARDS...; � 07 m D_ v 4/10/2003 CHAPTER 5 INSTALLATION PROCESS FIGURE 5.11 EXTERIOR CLOSURE - WOOD OR HARDBOARD SIDING GABLE TRIM � C C SOFFIT GABLE CAULK SHING WOOD OR HARDBOARD SIDING - O FEDERAL MANUFACTURED D U V HOUSING CONSTRUCTION Q & SAFETY STANDARDS ; BOTTOM TRIM O a 07 :m 4/10/2003 FILLER SIDE VIEW EXTERIOR CLOSURE - LAP SIDING FRONT OR REAR VIEW - 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 WITH THE HOME. 2. VINYL LAP SIDING SHALL BE ATTACHED TO THE SHEATHING WITH A CORROSION RESISTANT FASTENER WITH MAY BE A 11/2' SIDING NAIL OR A 16 GA. X 7/16" 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 1" ON THE LAP JOINTS. 3. MINIMUM FASTENING SPACING SHALL BE: A. WIND ZONE I: HORIZONTAL LAP: 16" ON CENTER SHEET SIDING: EDGES 6" ON CENTER AND FIELD 12" ON CENTER B. WIND ZONE II AND III: ALL SIDING SHALL BE FASTENED 6" ON CENTER Page 27 STARTER STRIP LAP SIDING STARTER STRIP SIDE VIEW CHAPTER 5 INSTALLATION PROCESS 5.6.1 Locate the Ground Straps a stabilizer plate at the top of the anchor unless the ground anchor manufacturer's instructions do not Anchors are required within 2 -feet of each end -- require them- for a particular installation of their model. wall. Add additional anchors using Table 5.1 to In the latter case, conform to the manufacturer's identify the proper spacing between tie -down instructions provided that the required holding capacity straps. Measurements for the specific location of is produced. Instead of a stabilizing plate, ground the ground anchors must be taken directly from the anchors may be installed vertically with an adequate home unless an anchor plan is provided. [The concrete cylindrical "collar" poured around the anchor Manufactured Housing Research Alliance (MHRA) shaft. chart "Maximum Anchor Spacing Selector", dated 3/1/00, may be used as an alternate to Table 5.1 Ground anchors for Wind Zone I may have a provided the anchor selection and installation is in single head. Ground anchors for Wind Zone II and III full compliance with all requirements on that must have double heads. chart.] In Wind Zones II and III, a vertical sidewall strap is required at each diagonal frame strap. Therefore diagonal frame straps must be located to coincide with the factory installed vertical straps or brackets. y 5.6.2 Types of Ground Anchors & Straps Ground anchors for all Wind Zones must have Instructions for Using Table 5.1 Straps must be minimum 1 '/4" x 0.035 " zinc coated (0.30 oz per sq. ft.) steel strapping conforming to ASTM D3953, Type 1, Grade 1, Finish B with a minimum working load capacity of 3150 lbs. and a minimum ultimate load capacity of 4725 lbs. Slit or cut edges of zinc -coated strapping do not need to be zinc coated. O FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION '-D Q & SAFETY STANDARDS ;U Q 07 m Of o 4/10/2003 This Table is used to find the horizontal spacing between ground anchors, on the long sides of the home. To determine the appropriate Anchor Spacing, in feet, do the following: 1. Identify the following: a.) Section Width (W), in feet (nominal) (does not include projections or overhangs.) On multi - section units with varying Section Widths, use the narrowest section; b.) Main I-beam Spacing (WFR), is distance between I -beams, in inches; c.) Pier Height (Hp), in inches, is the distance to the bottom of the I-beam from grade. Use the tallest pier in determining the Pier Height; d.) the Wind Zone for the home site. (A map of the three Wind Zones is on the Data Plate provided with the home.) 2. In the table, find the group of rows associated with the home's Section Width (W), and then find the subgroup of rows for the correct I -Beam Spacing (WFR). Select the row which identifies the max. Pier Height (Hp). 3. Select the column for the appropriate Wind Zone and Sidewall Height (floor to ceiling measurement, in inches.). The intersection of the selected row and column provides the maximum appropriate Anchor Spacing, in feet. 4. All the spacings given in Table 5.1 are based on straps connected to the Near Beam (DETAIL A, FIGURE 5.12). Homes in Wind Zones II and III may be anchored with straps to the Far Beam at the spacings specified in the Table 5.1 footnotes. NOTE: The Anchor Spacings are determined based on the angle the strap makes with respect to the ground (DETAIL A, FIGURE 5.12) which is based on the Pier Height (HP), The Section Width (W), the I -Beam Spacing (WFR), and the assumption that the ground anchor is inset towards the frame no more than 6" from the perimeter of the home. The angle may not be exceeded (the Pier Height increased or the horizontal distance between the anchor and the I-beam decreased) without causing the design load on the strap to exceed its capacity: Other designs -that result in the same strap angle (Pier Height and Horizontal Distance between anchor and I-beam changed proportionetly) may be used at the same spacings given in the Table. Page 28 CHAPTER 5 INSTALLATION PROCESS TABLE 5.1: Max. Tie -Down Spacing For Maximum Sidewall Heights (in.) W W, H, 84 Wind Zone 1: Diagonal Ties Only to Near Beam 90 96 102 108 1 114 84 Wind Zone [l: Diagonal & Vertical Ties to Near Beam' 90 96' 102 108 Wind Zone Ill: Diagonal & Vertical Ties to Near Beam' 84 90 1 96 80 20 12'-4" 11'-6" 10'40" 10'_3" 9'-8„ T-3.' 5'4" 5'4" 5,4" 5•4" 5'4" 4'-0" 4'-0" 4'-0" 40 T-10" 8'4" T-10" 7'-5" T-0" 6-8" FAR FAR FAR FAR FAR 4'4" FAR FAR 60 6-9" 64" 6-0" 5'-8" 5'4" 5'-1" FAR FAR FAR FAR FAR FAR FAR FAR 80 5'-5" 5'-1„ 4'-10" 4'-6" 4'-3" 4'-1" FAR FAR FAR FAR FAR FAR FAR FAR 12 96 20 9'-l1" 9'-3" 8'-9" 8'-3" T-10" T-5" 5'4" FAR FAR FAR FAR 4'4" 4'4" 4'4" 40 6'-8" 1 6'-3" 5'-11" 5'-7" 5'-3" 5'-0" FAR FAR FAR FAR FAR FAR FAR FAR 60 5'-0„ 4'-8" 4'-5" 4'-2" 3'-1 I" FAR FAR FAR FAR FAR FAR FAR FAR 99.5 20 T-3" 8'-8" 8'-2" T-8" 1 7'4" 6'-11" FAR FAR FAR FAR FAR 4'-0,, 4'4" FAR 40 6-2" 5'-10" 5'-5" 5'-2" 4'-11" 4'-8" FAR FAR FAR FAR FAR FAR FAR FAR 60 4'-7" 4'4" 4'-I" FAR FAR FAR FAR FAR FAR FAR FAR 80 20 14,_1„ 13,_3" 12,_5" 11,_9" 1 11,_2„ 10,_7, 5'4" 5'4.' 5'4" 5'4" 5,11" 4'4" 4'4" 4'-0" 40 10'_10„ 10'-2" 9'-7" 9,-0" 8'-7" 8'-1" 1 5'4" 5'4" 5'4„ FAR FAR 4'-0" 4,_0„ 4'-0" 60 8%6" T-0" T-6" T - l" 6'-9" 6'-5" FAR FAR FAR FAR FAR 4'-0" FAR FAR 80 T-0" 6-6" 6'-2" 5'40" 5'-6" T-3" FAR FAR FAR FAR FAR FAR FAR FAR 14 96 20 12,_6' 11'_9„ 1 P -I" 10,_5, 9'-11" 9'-5" 5'4" 5'4" 5'4" 5'4" 5'4„ 4'4" 4,4" 4'4" 40 9'-I" 8'-6" 8'-0" T-7" T.2" 6'-10" FAR FAR FAR FAR FAR 4'-0" 4'-0" FAR 60 T-0" 6-6" 6'-2" 5'40" 5'-6" 5'-3" FAR FAR FAR FAR FAR FAR FAR FAR 80 5'-7" 5'-3" 4'-11" 4'-8" 4'-5" 4'-3" FAR FAR FAR FAR FAR FAR FAR FAR 99.5 20 12,_1„ 11,4„ 10,_8„ 10,_1„ 9'-7" 9'-l" 5'4" 5,4" 5,11" 5'4" FAR 4'4" 1 4'4" 4-4- 40 8'-8" 8'-1" T-8" T-3" 6-10" 6-6". FAR FAR FAR FAR FAR 4'-0" FAR FAR 60 6'-7" 6-2" 5'40" 5'-6" 5'-3" 4'-11" FAR FAR FAR FAR FAR FAR FAR FAR 80 5'11" 5'-0" 4'-8" 4'-5" 4'-2" 4'-0" FAR FAR FAR FAR FAR FAR FAR FAR 16 80 20 15'-0" 14,_7,, 13'_8„ 12'_11„ 11,_5" 10,_3„ 5'4" 5'4" 5,4" 5'4" 5.4'. 4'4" 4'4„ 4'4" 40 12'_8„ 11'_ 10" ll' -2" 10,_7' 10'_0„ 9-6" 5'4" 5'4" 1 5'4" 5,11„ 5'4" 4'4" 4'4. 4'4" 60 10'11" 9'-8" 9'-2" 8'-8" 8'-2" T-9" 5'4" 5'4" FAR FAR FAR 4'4" 4•4" 4'-0" 80 8'-8" 8'-1" T-7" T-2" 6-10" 6'-6" FAR FAR FAR FAR FAR 4'-0" FAR FAR 96-99.5 20 14'4" 13,_5, 12,_8„ 1 I' -I l" 11'4„ 10,_9„ 5'4" 5'-4" 5'-4" 5'4" 5,4" 4'-0" 4'-0" 4'-0" 40 11,_1„ 10',4" 9'-9" 9'-3" 8.-9" 8'4" 5'4" 5'-4" 5'4'-'- 5,4" FAR 4'-0" 4'-0" 4.-0" 60 8'-9" 8'-3" T-9" 7,4" 6'-11" 64" FAR FAR FAR FAR FAR 4'-0" FAR FAR 80 T-2" 6'-9" 6'4" 6-0" 5'-8" 5'-5" FAR FAR FAR FAR FAR FAR FAR FAR 18 80-99.5 20 15'-0" 114'-l0" 14'-0" 13'-2" 12'-6" I I'-1 5'�" 5' 4" 5'4" 5'-4" 5'-4" 4'.0" 4'-0" 4'-0" .' 40 13,_l„ I2'-3" 1 P-7" 10%11" 10'_4" 9'-10" 5'-4" 5'4" 1 5'4" 5,4" 5'4" 4'-0" 4'-0" 4'-0" 60 10'-10" 10'-2" 9'-7" 9'-0" 8'-7" 8'-I" 5'4" 5'4" 1 5'4" FAR FAR 4'4" 4'-0" FAR 80 1 9'-1" 1 8'-6" 8'4" T-7" T-2" 6'40" FAR FAR I 'FAR FAR FAR FAR FAR FAR W = Nominal Section Width (ft.), per Section. See Figure 5.12. WFR = Frame Width (in.). See Figure 5.12. Hp = Max. Pier Height, (in.). See Figure 5.12. 1 - Configurations showing "FAR" must have straps moved to the far beam at a maximum spacing of 5'-4" for Wind Zone 11 and 4'-0" for Wind Zone 111. Page 29 O FEDERAL MANUFACTURED D V HOUSING.CONSTRUCTION O &SAFETY STANDARDS ,-p Q 07 m � v 4/10/2003 CHAPTER 5 INSTALLATION PROCESS Anchors and anchoring equipment shall be 5.6.4 End Straps certified by a professional engineer., architect or a nationally recognized testing laboratory -as to their Each end .of the home is required to be strapped resistance, based on the maximum angle of diagonal longitudinally to resist wind forces on the end wall tie or and/or vertical tie loading, in accordance with (Figure 5.13). Use swivel brackets (available from ASTM Standard Specification D3953. anchor equipment manufacturers), where necessary, to prevent angular stress on the straps. Wind Zone III 5.6.3 Tie -Down Installation homes wider than 42 feet are not included in this design. The home should be set on its piers and be level, with sections fastened together, before ground straps are installed. • 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. • Connect the straps to the ground anchor 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 Table 5.1. • For Wind Zone II and III, connect anchors to the vertical factory=installed straps or brackets at the sidewalls ' 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_corners (Figure 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 moving the home. Periodic inspection of the straps is important; it may be necessary to retighten the straps from time to time. CAUTION: During re - leveling, do not jack the home against tight straps. 5.6.5 Other Acceptable Systems The pier and ground anchor system described in this manual is a common method to stabilize the home. Other systems are acceptable when allowed by the authority having jurisdiction, when installed in accordance with the system manufacturer's instructions, and when certified by a qualified registered professional engineer. Such systems may include but are not limited to: • Vector Dynamics Foundation System by Tie Down Engineering, Inc., Atlanta, GA • OTI Steel Foundation by Oliver Technologies, Inc. • Minute Man EZ Anchor Adjustable Support Tube System, by Minute Man Anchors, Inc. • Rigid Foundation Anchoring System by JM Products, Inc. • W. Byrd Cast -In -Place Ground Anchor and Stabilizer System. 5.7 SPECIAL CONSIDERATIONS 5.7.1 Elevated Homes Homes with high piers (Figure 5.1) may require straps connected to the "Far Beam" as shown in Figure 5.12.. Deviations from these guidelines shall be reviewed by a qualified registered engineer and approved by the local authority having jurisdiction over such matters. 5.7.2 Severe Climatic Conditions • (Also see Section 4.4.) O FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION Q &SAFETYSTANDARDS ;'p Q 07 m v 4/10/2003 Page 30 CHAPTER 5 ' INSTALLATION PROCESS - , FIGURE 5.12 TIE -DOWN DETAILS -TYPICAL Single Wide M ulti-W id Section Width Sidewall W Frame WidthHeight fr-.� 1 See detail A O FEDERAL MANUFACTURED D 0 HOUSING CONSTRUCTION ro 0 & SAFETY STANDARDS-; ,'p `t 07 m It 0 4/10/2003 5.7.3 Freezing Climates ALTERNATE VERTICAL TIE CONNECTOR Radius Clip Radius Clip 3' Section of Ground Strap Section of Ground Strap Bent and Placed Around Bent and Laced Through Flange of I -Beam Before Slot in Vertic at Ground Groud Strap is Installed. C onnector a e fore Ground Strap is Installed. Radius Clip For Protection Where Strap Passses Over Sharp Corners. Crimp Seal --C 1 1/2' I Be sure anchor augers are installed below the frost line. 5.7.4 Severe Wind Zones The home shall not be installed in any zone that requires greater wind -resisting capabilities than those for which it was designed (see Data Plate). 5.7.5 Flood -Prone Areas The manufacturer does not recommend setting homes in flood -prone areas and will riot be . .responsi'bl'e -for -damage if the home is installed in a flood_7prone area. Unconventional anchorage and tie -downs and .special elevated foundations may be required in'flood-prone areas. Consult a registered professional engineer. 5.8 SKIRTING Skirting, if used, shall be of durable materials suitable for exterior exposures. 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. 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. Page 31 AR ;;'t "VIVAL PROFESSIONAL ENGINEER SEAL CHAPTER 5 INSTALLATION PROCESS 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 may be reduced to one square foot for every 1500 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 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. installed (Chapter 3), lot is properly graded, and one ventilation opening is within 3 feet of each comer of the home, the total area of ventilation openings FIGURE 5.13 LONGITUDINAL STRAPS DETAIL A WIND ZONE I (RESTRICTED TO HOMES WITH CORNER PIER HEIGHTS UP TO 36 INCHES). INSTALL END DIAGONAL FRAME STRAP AT APPROXIMATELY 45° (SINGLE - AND 45 MULTI -SECTIONS). typical strap spacing 45 Degrees I TOP VIEW SINGLE SECTION HOMES Z LESS THAN 18 FT. WIDE 24" typ. 4-41 24' MULTI -SECTION HOMES LESS THAN 32 FT. WIDE )NAL DIAGONAL FRAME i AT INSIDE BEAMS DETAIL B WIND ZONE II AND III (ALSO APPLICABLE TO WIND ZONE I HOMES THAT ARE WIDER THAN OR INSTALLED HIGHER THAN THE RESTRICTIONS OF OF THE WIND ZONE I DESIGN.) GROUND ANCHOR 45 Degrees GROUND LINE • FLOOR STRUCTUREI END FRAME ,-MEMBER GROUND ANCHOR 5 Degrees GROUND LINE -TWO STRAPS, EACH SECTION. -WIND ZONE III HOMES WITH SIDEWALLS GREATER THAN 84 INCHES REQUIRE MIN. 3 STRAPS, EACH SECTION WITH ANCHORS AT LEAST 4' APART. WIND ZONE III HOMES MAY NOT EXCEED 96 INCHES SIDEWALLS. O FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION O BSAFETY STANDARDS c 07 m a 4/10/2003 Page 32 OF Pt: C. AR BRYI .;: •0•Y � s i 1192�< or •.ciSYE�`.•� �S.10NAt bN PROFESSIONAL ENGINEER SEAL CHAPTER 6 OPTIONAL FEATURES 6.1 HINGED ROOFS If the home has an optional hinged roof or eaves, see Figure 6.1A & B for wind zone I and 4.3:12 'roof pitch maximum. Alternate designs shall be described in an installation addendum. 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. WARNING! 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 conformance with the appliance manufacturer's instructions and any special instructions supplied with the home. 6.2 GARDEN AND BAY WINDOWS 6.3 INSTALLATION OF ON-SITE ATTACHED STRUCTURES Any structures, devices, accessories, etc. added by others are not the responsibility of the home manufacturer. 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. 6.3.1 Garages and Carports A garage' or carport must be supported independently of the factory -built portion of the home and to all applicable local codes. Electrical circuits in garages shall be provided with ground fault interruption. 6.3.2 Awnings Choose freestanding products with columns 'to support their weight. Where snow loads do not exceed 10 pounds. per square foot, 12 foot wide maximum awnings with a one pound per square foot dead load may be attached directly to the home in accordance with local jurisdictional authority, 6.3.3 Porches If the home was supplied with an optional garden Site -constructed porches must be self supporting or bay window, follow the window manufacturer's and must be constructed and inspected according to the installation instructions. applicable local building codes. O FEDERAL MANUFACTURED D FIGURE 6.1A U HOUSING CONSTRUCTION -0 C] &SAFETY STANDARDS ; Q 07 � 0 HINGED ROOF 4/10/2003 KNEEWALL MAY BE STORED HAIJt HUUI* INIU YUJIIIUN 4. INSTALL AT EACH END OF ROOF A 1X4 DIAGONAL WIND BRACE WITH 2-8dNAILS AT EACH UP -RIGHT. 3/8 EXTERIOR SHEATHING.MAY BE USED IN PLACE OF THE 1X4 DIAGONAL WIND BRACE TOP CHORD TOP RAIL 2-10 cNAILS AT KNEEWALL EACH INTERSECTIO BEAM RAIL / KING POST 2. INSTALL KNEEWALL FASTEN KNEEWALL TO KING POST AND TOP CHORD WITH 2-10 NAILS AT EACH INTERSECTION. 5. TOP CHORD AND KING POST SHALL ALINE WITHIN 1 112' OF KNEEWALL UPRIGHTS. Page 33 BEAM IWHERE REQUIRED OR . 2X4 RAIU. 3. FASTEN END OF UPLIFT STRAP TO BEAM OR BEAM RAIL WITH 8-18 GA. X 7/18' X 1 1/2' STAPLES OR 5-8 d10.099 da.) NAILS. I -STAPLES CHAPTER 6 OPTIONAL FEATURES O FEDERAL MANUFACTURED D FIGURE 6.18 U HOUSING CONSTRUCTION -0 Q & SAFETY STANDARDS ;O a 07 m HINGED ROOF SETUP PROCEDURE � v 4/10/2003 DETAIL B DETAIL A ROOF SHEATHING STAPLED TO 2x4 BLOCK WITH 15 GA. STAPLES AT 2x4 6"O.C. DETAIL C WEDGE ATTACHED TO TRUSS TOP CHORD AND WEB WITH 7/16"x2-1/2"x15GA STAPLES AT 6" O.C. DETAIL B SHINGLE AND WOOD ROOF �no "AIL 12" 20 SPF ATTACHED TO ONE SIDE OF TRUSS WITH (5) 7/16"x2-1/2"x15GA. STAPLES STAGGERED EACH END (OR EQUAL) 3E TE DETAIL D I. 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 2x4 BLOCKS AS SHOWN IN DETAIL A AND ADD THE MISSING 1 OR 2 ROWS OF SHINGLES PER MANUFACTURER'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 HOME. 5- FROM THIS POINT ON, THE CONNECTION ARE THE SAME AS A TYPICAL DOUBLE SECTION. 6- FURNACE/FIREPLACE/ WOOD BURNING STOVE AND WATER HEATER VENT STACKS MUST BE SIZED (FOR LENGTH) AND INSTALLED PER MANUFACTURER INSTALLATION INSTRUCTIONS INCLUDED IN HOME. 7- PLUMBING VENT PIPES MUST EXTEND THROUGH THE ROOF. END TRUSS ATTACH AT BOTH ENDS OF EACH HALF A Ix3 MIN. DIAGONAL BRACE FROM TOP END OF TRUSS AT APPROX. 45 DEGREES. KEEP TRUSSES UPRIGHT. FASTEN Ix3 TO EACH TRUSS VERTICAL WITH (2) Page 34 7/16"xI-3/4"x16GA. STAPLES. CHAPTER 6 OPTIONAL FEATURES 6.3.4 Steps, Stairways.and Landings Steps, stairways and landings must be constructed and inspected according to the applicable local building codes. 6.4 ACCESSORY WINDOWS Install accessory windows or components with the installation materials supplied, and follow the manufacturer's installation` instructions. 6.5 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 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. 6.5.1 Exterior Lights Remove any junction box covers and make wire - FIGURE 6.2A Installation of Exterior Light Fixture Disconnect Circuit Before Installation Junction box Junction box color coded wires Globe Sealed C N �\ / 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 ensure a watertight seal, to the sidewall. Install the light bulb and attach the globe. Refer to Figure 6.2A. 6.5.2 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 manufacturer's instructions. If no instructions are available, connect the wiring as shown in Figure 6.3. 6.6 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. 6.7 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 manufacturer's instructions. Do not cover the HUD label when applying any field exterior covering. FIGURE 6.2B Installation of Chain Hung Fixture or Fan Disconnect Circuit Before Installation Color coded wires Wire nut Ceiling b X ��� Ofo FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION 8 SAFETY STANDARDS::;U 0O O 0 0 0 4/10/2003 v Ground connector wire nut Light fixture Ground wire Page 35 Chain Ground Ground strap Ceiling Mounting screw CHAPTER 6 OPTIONAL FEATURES FIGURE 6.3 ELECTRICAL BOX INSTALLATION Note: Applicable to U.L. Listed paddle fan with a swivel type mounting bracket. Supply wire coiled and secured for shipment Ceiling board Notch beam at hole'rf necessary for wire chase Supply wire inserted in field through side knockout of box Electrical box (see Note #1 above) Ce: wof!9 O FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION O &SAFETY STANDARDS ;o C 07 m D: 4/10/2003 0 Double wide ridge beam 24" center beam - Shipped loose for field installation or fan bezel Hole for box cut through 2x6" (may be cut in plant or in field) Secure box to ridge beam with wood screws (provided.) Secure box to 2x6" center beam wood screws (provided.) WARNING: TURN OFF ELECTRICITY AT CIRCUIT BREAKER BEFORE INSTALLING TO PREVENT ELECTRICAL SHOCK. 1. Remove the manufacturer's installation instructions and determine the method of fan attachment to the beam. (hanging or flush mount) 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 screws (provided.) 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. 6. Secure electrical box to ridge beam with the wood screws (provided) 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 fang (provided) over the electrical box so that the finished surface around the electrical box 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). 6.8 TELEPHONE AND CABLE TELEVISION The walls and floors of the manufactured home contain electrical circuits, plumbing and . ductwork. Avoid contact with these systems when drilling through and placing cables within the cavities. Only trained professionals shall perform such work. Figure 6.4 shows one procedure for telephone crossover connection in multi -section homes. Page 36 6.9 CONTINUOUS RIDGE VENT If provided, install per manufacturer's Installation instructions, or see Figure 6.5. CHAPTER 6 OPTIONAL 'FEATURES O FEDERAL MANUFACTURED D v Nouswc coNsnzucnoN uFIGURE 6.4 Q' '& SAFETY STANDARDS ;U a oT m 4/10/2003 Phone Cable Crossover for Multi -Section Homes FIGURE 6.5 Continuous Ridqe 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.) Ridl Ridge blocking Red UR Scotch Lock Connector (Typical) Page 37 miage ran Notes. 1. Connect blue to blue, red 4 cond. 24 ga. to red, yellow to yellow, Phone cable 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. r, Bottom FIGURE 6.5 Continuous Ridqe 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.) Ridl Ridge blocking Red UR Scotch Lock Connector (Typical) Page 37 miage ran CHAPTER 6 OPTIONAL FEATURES FIGURE 6.5 (cont.) 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. 1•r/B• 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. r 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. V� 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 open' when nailing in place. Marked Line from Fig. 1 1' Shingle Nail Typ. Figure 5 To make ridge vent connection, insert 'connect -or -seal' ✓/ii 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. O FEDERAL MANUFACTURED -D U HOUSING CONSTRUCTION U & SAFETY STANDARDS ;u < 07 < M D: v 4/10/2003 Page 38 CHAPTER 7 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 on site: • The appropriate forced air -heating appliance; • All utility connections to the home; • The connecting distribution ductwork; The cold air return duct must be connected to the factory installed cold air duct connection. • The thermostat for the forced air -heating appliance must contain an operating fan switch. CAUTION: INSTALLATION OF THE EXHAUST SYSTEM MUST BE IN ACCORDANCE WITH THE DRYER MANUFACTURER'S INSTRUCTIONS. EXTERI(JR SIDING fj�I \\\y F I I Ill WASHER II DRYER HOOD//�.}_[__------------- LJ L JL II} DRYER EXHAUST THROUGH SIDEWALL (FRONT VIEW) O FEDERAL MANUFACTURED -D U HOUSING CONSTRUCTION,-, O. 8 SAFETY STANDARDS ;U a 07 m v 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 Figure 7.1. WARNING! 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 accumulated lint and dust. Install a metal duct after the home is installed on 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. Do not let the exhaust system terminate under the home where excess moisture or flammable material can accumulate. FIGURE 7.1 CLOTHES DRYER EXHAUST IMPORTANT 4/10/2003 Page 39 n J 1 1 ..000 nuu 1 6u I I UM CAUTION: THIS EXHAUST COVERING SYSTEM MUST NOT (FRnNT VIFWI TERM NATE UNDER THE HOME. CHAPTER 7 APPLIANCES If the home did not come equipped with a gas dryer connection, 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 trusses 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, unless otherwise indicated on the home's data .plate. Equipment installed must not exceed the rating shown on the home's date plate. 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. 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 manufacturer's 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 furnace 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. O FEDERAL MANUFACTURED D FIGURE 7.2 U HOUSING CONSTRUCTION_U REMOTE AIR COOLING OR HEATING o SAFETY. STANDARDS ;rj Q 07 m Dc v FLEXIBLE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND 4/10/2003 DUCT AIR COOLING OR HEATING EQUIPMENT SINGLE -SECTION AIR COOLING OR ' HEATING EQUIPMENT MULTI - SECTION Page 40 CHAPTER 7 APPLIANCES • 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. • 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 manufacturer's instructions. 7.3.3 Evaporative Coolers Install a roof -mounted cooler, with a maximum 500 CFM blower, following the evaporative cooler manufacturer's instructions. In the absence of instructions, proceed as follows: FIGURE 7.3 ounted 1 Box FEDERAL MANUFACTURED D J HOUSING CONSTRUCTION & SAFETY STANDARDS a 07 r< � v 4/10/2003 Page 41 • Using wire nuts, connect the wires from a junction box such as the one shown in Figure 7.3, and replace the cover on the box. Check to be sure that a rigid base has been provided to evenly distribute the cooler's 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. To eliminate potential leaks, route guy wires over the side of the home and attach them to the roof truss edge rails rather than the roof itself. Do not attach guy wires to roof vents, flues or other items protruding from the roof. Seal all fastener penetrations. 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 (Figure 7.4). 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 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 - CHAPTER 7 APPLIANCES 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 installation 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 fireplace/stove or with the • 1 OVER SPACt INJ 1 ALLA 1IUN FIGURE 7.4 3OX ABOVE SNOW LEVEL Page 42 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. 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. O FEDEftALMANUFkCTURED D V HOUSING CONSTRUCTION &'SAFEWSTANDARDS .Z1 Q 07 m D O 4/10/2003 CHAPTER 8 UTILITIES Utility system connection and testing - 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. 8.1 WATER SUPPLY 8.1.1 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. 8.1.2 Connection Procedures • 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. • Mandatory Shut-off valve -(Figure 8.1) O FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION 'D (7 & SAFETY -STANDARDS .Z1 O a 07 m o 4/10/2003 TYPICAL HOSE BIB Crossovers — Multi -section homes with plumbing in both sections require crossover connections, as shown in Figure 8.2. 8.1.3 Freeze Protection 4 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. Use of heat tape — Heat tape is an electrical heating element designed to protect exposed plumbing from freezing, and is certified by UL, CSA or FMRC for use with manufactured homes. Install heat tape in strict conformance with the tape manufacturer's instructions. . FIGURE 8.1 MASTER WATER SHUT-OFF WATER HEATER OVER FLOW PIPE (extend to exterior.) ADD AT INSTALLATION " (NOT SUPPLIED BY HOME MANUFACTURER) COPPER OR GALVANIZED PIPE SERVICE CONNECTION (NOT SUPPLIED BY HOME MANUFACTURER) NOTE: THE MAIN SHUT-OFF VALVE IS NOT SUPPLIED BY THE MANUFACTURER. BUT MUST BE INSTALLED ON THE SYSTEM TO COMPLY WITH THE FEDERAL CONSTRUCTION AND SAFETY STANDARDS. Page 43 CHAPTER 8 UTILITIES FIGURE 8.2 MASTER WATER SHUT-OFF 01.010.\Q. G�3/.i'c-a.F�S►��I�L�� � �Z - FOR RIM JOIST NCLE OIWMcN SEE FLOOR SECTION. E OF JOIST JOIST SECTION AA PLmwr. ACCESS COVER TUBING FOR CROSSOVER MAY BE COILED BETWEEN JOISTS Opfion A E OF UNIT RMT RIM JOIST -I CROSSOVER W TE PIPES NOT AND COLD ONE, OF BOX ENCLOSED AROUND R-11INSUAnON CROSSOVER AND FASTENED TO APFROVEDCOLRJNG FLOORJOIST. TUBING FOR C40SSOVER MAY BE OOILED BETWEEN JOISTS Option C • Heat tape connection - Connect heat tape to the electrical outlet located next to the water supply inlet. Freezing protection for unoccupied homes — If the home is to be left unheated in cold weather turn off the water heater, then drain the water lines and then blow clear with compressed air to prevent damage from freezing. WARNING! Improperly designed or installed heat tapes CAN CAUSE A FIRE. 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. O FEDERAL MANUFACTURED D �j HOUSING'CONSTRUCTION O & SAFETY STANDARDS ,D Q 07 < M 7AGE 2X PoMJOIST DCFLOORJOIST �)2 BLS DETAL'A' BOTTOM BOARD WA RE9YCOVER Opbon B II— � a MALE BUSHING DETAIL 'N ADAPTER MA AGE 2X RIM JOIST 2X FLOOR JOIST 1 BLS SEE DbpT in ETAL'A' ATER REX PIPE BOTTOM BOARD Option D • 8.1.4 Testing 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: 4/10/2003 Page 44 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. 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. This procedure may not be used with CPVC systems. 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 CHAPTER 8 UTILITIES 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 DRAINAGE SYSTEM 8.2.1 Assembly and support 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 qualified personnel. Assemble shipped -loose drain line according to the following steps in the order shown: Start at the most remote end and work toward the outlet, support the piping with temporary blocking to achieve a slope of at least 1/4 inch fall per foot of run unless otherwise noted on the schematic diagram. Exception: 1/8 -inch fall per foot is allowed when a clean out is installed at the upper end of the run. Pre -assemble the complete system as shown on the diagram without using any solvent cement. Check the following: ❑ Fittings are in proper alignment. ❑ Pipes have been cut square and de -burred. 8.2.2 Crossovers Connect multi -section home drainage line crossovers that have been plant installed as shown in Figure 8.5. 8.2.3 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. EXAMPLE OF PIPE AND FIT SUPPLIED BY D O FEDERAL MANUFACTURED u HOUSING CONSTRUCTION '-D 0 3 SAFETY STANDARDS X Q 07 m W O ❑ Piping, when supported, will have proper slope. 4/10/2003 • Weld the fittings together with solvent cement. The cement used 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. • Connect the main drain line to the site sewer hookup using an approved coupler (Figure 8.3). • Support the drain lines as shown. Hangers may be secured to any frame member, or to the wood..- floor joists that can be located just above the bottom covering material. Page 45 FIGURE 8.3 SUPPORT STRAP AT A MAXIMUM OF 4 FOOT ON CENTER AND CHAIN SEWER HOOK UP NOTE: ARROW SHOWS SLOPE DIRECTION OF FLOW. MIN. REQUIRED SLOPE IS 1/4 INCH PER FOOT. FIGURE 8.4 (2)164 Nails Min. 2x3 Lumber �— int0 FloorJoist (2) 16d Naos / into Floor Joist — (2) StaplesSide or Strews each Drain Pipe / Galy. or Alum. Strip Min. 2x3 Lumber 16d Nails Galy. or Alum. Strip �— Min. Ix3 Lumber 9 pP i / Min. 2x3 Lumber (2) 16 Ga - 7/16'x 2' \ (2) Staples each Side Staples each end Galy. or Alum Strip 1' Lumber) or (2) 16d Nails Dram Pipe CHAPTER 8 UTILITIES O FEDERAL MANUFACTURED D FIGURE 8.5 U HOUSING CONSTRUCTION � o a SAFETY.STANDARDS ;a All gas appliances in this home, including the a 07 m heating system, are equipped for natural gas. If LP gas is to be used as the gas supply instead, a qualified 4/10/2003 service person must convert the appliances to LP gas FLOM 0 - I FLOOR following the instructions provided by each appliance manufacturer. SUPPORT STRAPS ATI\ 8.3.2 Proper Supply Pressure ! FT O.C. MAX �J _t #NOTE• ARROW SNOWS SLOPE W ASS COLPL94G DRECTION OF FLOW. MN SLOPE REOURED LL IBI ASS CONNECTION PPE IS V4 NCH PER FOOT. ICI APPROVED COUPLER FIGURE 8.6 TYPICAL GAS CROSSOVER DETAIL CROSSOVER SAME SIZE AS MAIN UNIT PIPE FLOW -- -- CROSSOVER SHALL BE LISTED FOR EXTERIOR USE REMOVE DUST CAPS GAS CONNECTORS SUPPLIED BEFORE CONNECTING BY MANUFACTURER WHERE APPLICABLE 8.2.4 Testing Even though the drainage 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 simultaneously 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. 8.3 GAS SUPPLY 8.3.1 Type of Gas System Furnished with Home The gas piping system in the home has been designed for a pressure not to exceed 14 inches of water column (or 1/2 PSI). If gas from any supply source exceeds, or may exceed this pressure, a pressure -reducing valve must be installed To operate gas appliances safely and efficiently, do not exceed the designed pressure limitations. For natural gas systems, the incoming gas pressure shall remain between 6 inches and 8 inches of water column. For LPG systems, the pressure shall be between 12 inches and 14 inches of water column. 8.3.3 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 orifices of all gas appliances to ensure they are correctly set up for the type of gas to be supplied. 8.3.4 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. Page 46 WARNING! 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 roust make all connections to and alterations of fuel gas systems, including installation of appliances. CHAPTER 8 UTILITIES 8.3.5 Testing 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 specified 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. • 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. • 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 iri 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. Repair any leaks found and retest. Close all equipment shut-off valves upon completion of the testing. 8.3.6 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 O FEDERAL MANUFACTURED -D Company ' u HOUSING CONSTRUCTION 0 & SAFETY STANDARDS ,u a 07 m W 'o 4/10/2003 8.3.7 Gas Appliance Start-up Procedures One at a time, open each equipment shut-off valve, . light pilots and adjust burners according to each appliance. manufacturer's 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. 8.4 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 furnace 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. 8.4.1 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. 8.4.2 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. 8.4.3 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. 8.4.4 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. Page 47 CHAPTER 8 UTILITIES 8.4.5 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. 8.4.6 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. 8.4.7 Winterizing Fuel oil specifically formulated for winter conditions is required to prevent the oil from jelling at low temperatures. 8.5 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). 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. These sizes are based on an ambient temperature of 86° Fahrenheit and do not take voltage drop into consideration. WARNING! Installation of the electric power to the home can cause exposure to live electrical circuits. The neutral conductor must not be grounded in the distribution panel board. EXPOSURE TO LIVE ELECTRICAL CIRCUITS OR IMPROPER GROUNDING OF THE CONDUCTOR IN THE PANELBOARD MAY RESULT IN SEVERE SHOCK OR POSSIBLE ELECTROCUTION. A qualified installer must make the connections for the electric power. 8.6.3 Grounding The home must be properly grounded to protect the occupants. 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 electrical system in the home at a single ,.point. The ground conductor of the power supply feeder cable in turn connects the grounding bar to a good electrical ground back through the power supply system (Fig. V). This means that for 120/240 volt service, you must have a 4 -wire power supply feeder cable. Isolate (insulate) the grounded. circuit conductor (neutral or white .wire) from the grounding conductors (green wires) and from equipment enclosures and other grounded parts. Isolate (insulate) the neutral circuit terminals in the distribution, panel board .and in ranges, clothes dryers, and counter -mounted cooking units from the. equipment enclosure. O FEDERALMANUF.ACTURED'D U HOUSING CONSTRUCTION,'U O BSAFETYSfANDAApS`';: Q 07 m � o 4/10/2003 Page 48 CHAPTER 8 UTILITIES FIGURE 8.7 ELECTRICAL FEEDER CONNECTION MAIN PANEL BOX O FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION -0 Q & SAFETY STANDARDS ;p Q 07 m o 4/10/2003 GROUND TO METAL FRAME GREEN -GROUND BLACK - POWER TO SERVICE BLACK ENTRANCE OR RED - POWER (METER BASE) WHITE - NEUTRAL Bonding screws, straps or buses in the distribution panel board or in appliances have been removed and discarded at the manufacturing facility. 8.6.4 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 requirement. Never use the neutral conductor of the feeder cable as a ground wire. Do not ground the neutral bar in the electrical distribution panel. TABLE 8.1 8.6.5 Feeder Connections • 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 installed on site. If the masthead is located above the roof overhang, allow a minimum clearance of 8 feet above all roof points, which the conductors pass over. There are two exceptions to this rule: (1) The vertical clearance may be reduced 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 minimum 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. • 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 Page 49 ELECTRICAL FEEDER AND EQUIPMENT SIZES MAIN MAXIMUM BREAKER MINIMUM SIZES CALCULATED SIZE IN NEUTRAL PANEL JUNCTION CONDUIT POWER NEUTRAL GROUNDING FEEDER BOX BOX DIAMETER RED OR BLACK WHITE GREEN LOAD AMPS INCHES AMPS INCHES COPPER ALUMINUM COPPER ALUMINUM COPPER ALUMINUM COPPER ALUMINUM 100 l Ox 10x4 1 1/4 1 1/2 1 #4 #2 #6 #4 #8 #6 100 150 l Ox 12x4 1 1/2 2 # 1 #2/0 #3 # 1 #6 #4 115 200 12x 12x4 2 2 #2/0 — #4/0 __r #1 #2/0 #6 #4 115 Page 49 CHAPTER 8 UTILITIES the four feeder conductors, junction box and conduit 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 measured 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. • 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 8.8. 8.6.6 Crossover Connections For multi -section homes, refer to Figure 8.9 for typical crossover wiring connections (located along the centerline between the sections). Crossover locations can be identified by metal junction boxes or access cover panels. Remove these panels and connect the enclosed wires. Some crossover connectors plug, together and do not require junction boxes. 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. 8.6.7 Multi -Section Bonding Bonding between sections of a home 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 (Figure 8.10). 8.6.8 System Test Procedures and Equipment • Pre -connection tests — Conduct both of the following tests before any electrical power is supplied to. the home: • Circuit conductor continuity — 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. • Grounding continuity — Using a continuity tester test non -current -carrying metal parts to assure continuity to ground. The parts to be checked include: FIGURE 8.8 GROUNDING CONDUCTOR INSTALLATION METER BASE O FEDERAL MANUFACTURED D V HOUSING CONSTRUCTION -, NOTE & SAFETY STANDARDS ;7 IF THE HOME HAS METER BASE INSTALLED AT THE ACCESS FOR a 07 < MANUFACTURING FACILITY, A GROUND WIRE AND METER m GROUND ELECTRODE MUST BE INSTALLED. �PULL BOX Ir 4/10/2003 0 a e e #6 MIN BARE COPPER GROUNDING WIRE . CLAMP SUITABLE FOR DIRECT BURIAL. LOCATE FLUSH WITH OR BELOW GROUND LEVEL. 5/8 INCH MINIMUM DIAMETER SOLID IRON OR 3/4 INCH MINIMUM TRADE SIZE GALVANIZED PIPE ELECTRODE. ELECTRODE SHALL BE DRIVEN TO A DEPTH OF NOT LESS THAN 8 FEET SO THAT AT LEAST 8 FEET OF THE ELECTRODE IS IN CONTACT WITH THE SOIL. 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 50 SERVICE ENTRANCE EMT OR CONDUIT FOR UTILITY CONNECTIONS GROUND LEVEL 8'- 0" MINIMUM ELECTRODE LENGTH CHAPTER.8 UTILITIES FIGURE 8.9 ' CONDUCTORS FROM DISTRIBUTION PANEL BRANCH CIRCUIT CONDUCTORS, WITH BOARD TERIMINATED IN JUNCTION BOX. SUFFICIENT LENGTH FOR CROSSOVER, COILED IN JUNCTION BOX. JUNCTION BOX �� JUNCTION BOX of 19 o 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 COILED ABOVE ACCESS PANEL. �--� ACCESS PANELS FASTENED TO FRAMING WITH SCREWS. WORDS 'ELEC. ACCESS' PAINTED ON PANELS. STEEL WIRE PROTECTORS SHIPPED LOOSE FOR FIELD INSTALLATION. DADO JOIST"FOR NM CABLE. IN FLOOR -ALTERNATE FLOOR DECKING NM CABLE BOTTOM BOARD CONNECTOR O FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION' O & SAFETY STANDARDS..:`, -p Q 07 m o! v 4/10/2003 Ground & with scree ACCESS TO JUNCTIONI I BOX - INSIDE HOME Jr� FACTORY INSTALLED WIRE PROTECTORS y IN WALL -ALTERNATE THIS HOME MAY BE SHIPPED WITH ONE OR MORE PLUG-IN CONNECTORS. THESE CONNEC- TORS ARE TO BE SNAPPED TOGETHER ON SET-UP. CONNECTORS WILL BE COLOR -CODED AND/OR TAGGED TO PREVENT MIXING OF CIRCUITS. FIGURE 8.10 Frame Members Ground wire shall be #8 AWG bare copper. Page 51 CHAPTER 8 UTILITIES ❑ Appliance enclosures, including fans ❑ Fixture enclosures and canopies ❑ Metal siding and roofs ❑ Metal water supply and gas lines and metal ducts (except foil covered insulated ducts) ❑ The home's frame NOTE 1: On multi -section homes, perform this test only after completing alfelectrical and bonding connections between the sections. NOTE 2: Grounding is not required on the metal inlet of a plastic water system or on plumbing fixtures such as tubs, faucets, shower risers, and metal sinks when they are connected only to plastic water and drain piping. 8.6.9 Post -Connection Tests Conduct the following tests after turning on the main circuit breaker and each individual circuit breaker. Polarity and grounding of receptacles — With receptacle and lighting circuits energized, check the polarity and grounding of each 120 - volt receptacle and Jight socket using a polarity tester capable of determining an incorrect wiring configuration. A conversion device may be required to jest various fixture bulb sizes and outlet configurations. Investigate any indication of reversed polarity, open grounds or shorts, and correct them. 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 manufacturer's instructions. Replace any GFCI that does not operate properly. 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. It is not necessary to check appliances, but their power sources must be assured. Failure of any electrical wiring or fixtures requires repair and re -testing. Install any.smoke alarms shipped loose. If the home is designed for installation over a basement, install the factory provided smoke alarm to the electrical junction box in the basement ceiling near the basement stairwell opening: All: smoke alarms must be inter- connected to other smoke alarms in the home. Foliow the smoke alarm manufacturer's installation instructions provided. Test all smoke alarms, including alarms installed during the setup` process, following the smoke alarm manufacturer's instructions. When testing a series of inter -connected 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 test requirements of the -manufacturer shall be replaced and retested. 8.7 AIR DUCT CROSSOVERS Multi -section homes may require a heat/AC duct connection below the floor: Compare the inlets/outlets under the home with Figure 8.10 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 exposed 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. O FEDERAL MANUFACTURED D C.1 HOUSING.CONSTRUCTIONz-u 0 & SAFETY STANDARDS Q 07 < 0 4/10/2003 Page 52 CHAPTERS UTILITIES FIGURE 8.11 THIS SYSTEM MAY BE USED WHEN THERE IS NOT A CROSSOVER DUCT BUILT INTO THE FLOOR AND THE FURNACE IS OUTSIDE THE I -BEAM. n _ i_ FURNACE rti DUCT "VEE" ADAPTER FLEXIBLE INSULATED DUCT / WITH 1.0 PERM. MAX. VAPOR BARRIER. FLEXIBLE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND. THIS SYSTEM MAY BE USED WHEN THERE IS NOT A CROSSOVER DUCT BUILT INTO THE FLOOR AND THE FURNACE IS SITUATED DIRECTLY OVER THE MAIN DUCT ON ONE SECTION OF THE HOME. FURNACE DUCT' FLEXIBLE INSULATED DUCT WITH 1.0 PERM. MAX. VAPOR BARRIER. FLEXIBLE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND. THIS CROSSOVER DUCT SYSTEM IS INCORPORATED IN THE FLOOR OF THE HOME. THE CONNECTION IS MADE AT A POINT ALONG THE CENTER LINE OF THE HOME WHERE THE DUCTS EXIT THRU THE SIDE RAIL. THE CONNECTION MUST BE SEALED TO MAKE IT AIRTIGHT. 2" (MIN.) WIDE R19 INSULATION AROUND FT nnu _ MATING LINE /CROSS-OVER DUCT OPENING (BOTH HALVES) -- r LiiiVJ. -- COMPRESS INSULATION WITH STANDARD FLOOR CONNECTION. THIS SYSTEM MAY BE USED WHEN THERE IS NOT A CROSSOVER DUCT BUILT INTO THE FLOOR AND THE FURNACE IS SITUATED DIRECTLY OVER THE MAIN DUCT ON CENTER SECTION OF THE.HOME. DUCT DUCT DUCT V -q, FURNACE FLEXIBLE INSULATED DUCT WITH 1.0 PERM. MAX. VAPOR BARRIER. FLEXIBLE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND, O FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION "D Q & SAFETY.STANDARDS ;a .D 07 m 0 0 4/10/2003 Page 53 Chapter 9 FINAL INSPECTION 9.1 INSTALLER'S 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: ❑ All water and drain systems work properly and do not leak. ❑ Appliances have been tested and work properly. ❑ All windows, doors and drawers work properly ❑ 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 manufacturer's instructions. Check each window to assure it opens properly. ❑ Exterior siding and trim contain no gaps, voids, or missing fasteners, all seams are sealed, and hardboard edges are sealed. ❑ All stack head or vent pipe flashings are properly attached and sealed. ❑ All shingles are properly - attached, none are loose or missing, and all holes are filled. ❑ The skirting around the home has vents along a minimum of 3 sides at each corner to cross - ventilate and keep the. crawl space as dry as possible. See Chapter 5 for the total vent area required. ❑ Trim or cut any low hanging trees or bushes near the home. In limiting their future growth, think about the plants' possible movement during windy conditions or under snow or ice loads. ❑ Check all exhaust fans for proper operation and airflow. ❑ Carefully inspect the bottom covering of the home for loosening or tears from the installation of pipes or wires. ❑ Repair any cuts or tears in the ground cover with tape. ❑ Be sure the correct number of anchors have been installed at the proper spacing and alignment, and that all straps are tight. ❑ Inspect for and correct all interior finishing details, such as loose molding, carpet seams, etc. 9.2 RETAILER INSPECTION The . retailer's representative should inspect the home with the homeowner and brief the homeowner about maintaining the home. 9.3 RELOCATING THE HOME When relocating the home, have it moved by a professional manufactured home mover. Make sure he uses enough temporary wood blocking and check the following items: ❑ 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. ❑ Tires and axles — Replace any removed tires or axles. 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 wheel bearings and brakes as necessary. ❑ Appliances — Secure appliances to prevent movement during transportation. ❑ Dust caps Place dust caps on the ends of all pipe connections. ❑ 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. 0 FEDERAL MANUFACTURED D U HOUSING CONSTRUCTION Q & SAFETY STANDARDS . .O Page 54 07 0 4/10/2003 Is Chapter 9 FINAL INSPECTION FIGURE 9.1 PROTECTION OF WINDOWS AND GLASS DOORS WIND ZONES II AND III SHORT SIDE' 2X6 LENGTH (78' MAX.) LUMBER METHOD BOTTOM FRAME MEMBER MAYBE OMITTED FOR SLIDING GLASS DOOR DETAIL A WALL GLASS 2X3 FRAME AROUND WINDOW / 2 X 6 N3 OR BETTER TYPICAL (1) N8 X 5" WOOD SCREW EACH END OF ALL 2X6-S� DE - 2X6 LENGTH 18" MAX.) PROTECTED AREAS ARE TO BE COVERED WITH STRUCTURAL SHEATHING. THE THICKNESS AND SPAN PLYWOOD METHOD RATINGS ARE SHOWN IN THE TABLE. THE STRUCTURAL BELED "APA RATED SHEATHING WIDTH OF WINDOW 1 )r FACE GRAIN DIRECTION- - r - � A I" MIN. FROM EDGE OF SHEATHING FACE GRAIN DIRECTION 4"- 20d NAILS (0.131 DECORATIVE TRIM 1 48' MAX. "X 4" LONG) (TYPICAL) DOUBLE HEADED NAILS ARE RECOMMENDED TO FASTEN PLYWOOD TO MAKE IT EASIER TO REMOVE AFTER THE STORM. SHEATHING SHALL BE LA EXTERIOR" OR EQUIVALENT. THE SHEATHING SHALL BE PLACED OVER THE OENING WITH THE FACE GRAIN RUNNING HORIZONTAL. WHERE ANY PORTION OF ANY WINDOW OR SLIDING GLASS DOOR IS WITHIN 3 FEET FROM A CORNER OF THE HOME. THE OPENING SHOULD BE COVERED WITH TWO LAYERS OF SHEATHING EACH OF W HICH.MEETS THE REQUIREMENTS FROM THE TABLE. THE FIRST LAYER IS FASTENED AS SHOWN. FASTEN THE SECOND LAYER USING A MINIMUM 40d NAILS (0.131"X 5" LONG) AT 3" ON CENTER SPACING, OPENING WALL FRAMING GLASS STRUCTURAL SHEATHING SECTION A -A O FEDERAL MANUFACTURED D U HOUSING CONSTRU'TION.-u Q & SAFETY STANDARDS a 07 m � o 4/10/2003 STRUCTURAL SHEATHING TO PROTECT WINDOWS IN WIND ZONES 11 AND III WIDTH OF WINDOW SHEATHING REQUIREMENTS UP TO 36' THICKNESS SPAN RATING 15/32' MIN. 32/16 37" TO 46" 23/32" M IN. 48/24 47" TO 72' 1-1/8" MIN. 48' O.C. Page 55 'try OF ice• •i••• • t AR BRYA Y •_ •••• p �-1492�oj D.P 4G?SYS is* - JSiOMAL �s+ PROFESSIONAL ENGINEER SEAL Chapter 9 FINAL INSPECTION ❑ 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. 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. Also refer to the Homeowner's Guide WARNING! 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. O FEDERAL MANUFACTURED D V HOUSING CONSTRUCTION:-, O & SAFETY STANDARDS ; c 07 < � v 4/10/2003 9.4 WINDOW AND GLASS DOOR PROTECTION 9.4.1 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 9. L. Copyright ©1976, 2003 by Champion Page 56 tA wiv w I- R-Mp l . . . .......... Jt It Emma== c"ampion MVP HOME BUILDERS CO. w Champion Homes Division CHAMPION HOME BUILDERS CO. P.O. sox 429 Corporate Headquarters Lindsay, California 93247 Phone (559) 562-4951 2701 University Dr., Suite 300 Fax (559) 562-1463 Auburn Hills, Michigan 48326 0 COPYRIGHT 2003 CHAMPION HOME BUILDERS CO.