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065-400-015
CLAIMANT: ADDRESS: CITY & STATE: r)ATG r16: rl AIM A County of Butte Oroville, California GENERAL CLAIM Executive Homes 3042 Esplanade Chico, CA 95973 ?0q yly 11y1v6 ;. BUTTE COUNTY DEC .2 2 20io5 IDEVELvprviEN1 SERVICES SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund Claim - See attached calculation sheet APN: 065-400-015. Permit No.: 05-0408 PAID RETAINED REFUND Development Services $ 329.94 $ 274.95 $ 54.99 THERM DRNG $ - $ - $ - SMIP $ $ - $ SHR $ $ - $ - SRA $ 95.00 $ 95.00 TOTAL $ 29.94 $ 274.95 $ 54.99 ..... ... ................................3.2.9...9.4. ... ........ ............. ............ ............................................. .............................. ............................................. : .............. : U .............. ............. .............. : ACCOUNT: .. ............. .............. ............. : �►1YiUYJT:: 101001 DVLPMNT SVC 440-001 4216500 S 54.99 1011822 THERM DRNG 1800 280 $ - 1011430 • SMIP 1001 280 $ - 1011811 SHR 1800 280 $ 101001 SRA 0100 4617240 $ - TOTAL $ 54.99 $ 54.99 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. '7— ``1 a -� Dated thisday of D L . , 2005, at epi CA Calif. \ Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that n there is a Budget Appropriation or Specific Board Approval (Check one) for the sa Dated this O` 7 day of a)w. _, 2005, at Oroville Calif. Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY EPT & SUB PROD SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. CLAIMANT: Executive Homes ADDRESS: 3042 Esplanade CITY & STATE: Chico, CA 95973 DATE OF CLAIM: 12/19/05 APN: 065-400-015 RECEIPT INFORMATION NUMBER: 419571 DATE: 2/11/2005 ISSUED TO: Executive Homes CHECK #: 28645 AMOUNT: $424.94 PERMIT #: 05-0408 Yes No Yes No Yes No PRIOR REFUNDS: X FEES VERIFIED X REFUND BREAKDOWN BLDG THRM DRNG AUD SUSP SHERDEVFEE FIRE Title Fund 0010 1800 1001 1800 0100 Dept 44o-oo1 rHRM DRN (SMIP) (SHR) (SRA) Accnt 4210500 280 280 280 4617240 Cash 101001 1011822 1011430 1011811. s 101001: DETAIL PAID RETAIN REFUND BLDG Time 109.98 219.96 ::::::::::::::::::::::::::::::::::::::::.::::::::::::::: ::: >:::::. .......................................... ::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::.::::::::::: .......................................... >::::::::.: :::.»»::? ::::::::.:. Filin from Plan Check 0.00 0.00 0.00 Plan Check/Filing0.25 27.50 219.96 219.96 0.00 0.00 Inspection 0.00 0.00 0.00 0.00 BLDG FEES OTHER BLDG Bldg SRA 109.98 0.00 109.98 109.98: 0.00 0.00 REFUND PROCESS FEE 54.99 54.99 -54.99 -54.99>: .......... > : .......... .......... >::::::::::: ....... .......... ..................... .......... .......... »iiii: }: >::«< . .......... .......... .......... ;>:::: .......... ......... : ' ......... . ......... .......... ......... .......... :: >:::::: ......... BUILDING TOTAL 329.94 274.95 54.99 54.99 THERM DRNG 0.00 SMIP 0.00 0.00:::: SHR o:oo o:oo . ....... SRA 95.00 95.00 0.00 - 0.0( $ 424.94 . $ 369.95 $ 54.99 $ 54.99 APPROVAL CHECK: $54.99 Date Reviewed 12/19/2005 DIFFERENCE: $0.00 Scott Rutherford (Should be blank) Chief Building Inspector 4 REFUND CALCULATION SHEET CLAIMANT: Executive Homes ADDRESS: 3042 Esplanade CITY & STATE: -Chico, CA 95973 DATE OF CLAIM: 05/31/05 APN: 065-400-015 r RECEIPT INFORMATION NUMBER: 419571 DATE: 02/11/2005 ISSUED TO: Executive Homes CHECK #: 28645 AMOUNT: $424.94 PERMIT #: 05-0408 Yes No Yes No Yes No PRIOR REFUNDS: x I FEES VERIFIED I x I I I Title Fund Dept :::::440.�G01:::: ............. ' 17HR :D N( ....... Accnt Cash DETAIL PAID RETAIN REFUND ..... ..X, .. .......... ...... . ........................ %%%,%... . ............ ..... ............... .................. .. . . .... .. ................. — ...................... .................... I ....... ....... ............. ............. ..... Filing:(frorn:Plarf . eck :': :::::0.0() ...... ..... .. .. . .. 0.00::::::::::::.::::.0.00� . ............ ................. ................. ................ Plah:CWWFijjrigi;i;!:jji::i iii:iQ:25[iW:5019.96 2 219.961 0.00::::: 0.00 ........ .. Ins eetion................................ 0.0.0. 0.00::::::::::::::::: .0.00 BLDi3T ..................... .... >:««<:>::>:>:>:»». . . ....... ............................... .. ...................... ........... ........... . ................... ........... % . . .......... ...... .. ....... ........ .................... .................... 109.98 0.00 109.98 ::::::::::::::1'09:9 .... ................................ 0.00 :::::::::::::::::.0.00 ................. .ON 0� PRO�OESS: FEE:::::::::::::::::::: :REF ....... *9 64 9 54.99 -54.99: ..... .......... :64.99 .................... . .............. .... ... ... WK. .. ........ -C :54 ................... ................ ................... E R M:::: D R N G:: .:: ... ................. ........... .................. ..................... ............... ....... ::::::O:oo ............. .................................... ..... ......................... ............ 0 ..... .................... ....................................... ...... .. ........ .......... ....... .... ....... .. . ..... ........... . ......... ............ ............ ........... .................... ........... .......... ............ $ 424.94 369.95 54.99 ........... .......... APPROVAL CHECK: ......................... $54.99 ................... Date Reviewed 12/1612005 DIFFERENCE: $0.00 Scott Rutherford4 (Should be blank) Chief Building Inspector '10-4 (� (,�, (,or, REFUND CALCULATION SHEET CLAIMANT: ADDRESS: CITY & STATE: DATE OF CLAIM: Executive Homes 3042 Esplanade Chico, CA 95973 05/31/05 APN: 065-400-015 NUMBER: DATE: ISSUED TO: CHECK #: AMOUNT: PERMIT M PRIOR REFUNDS: FEES VERIFIED RECEIPT INFORMATION 419571 2/11/2005 Executive Homes 28645 $424.94 05-0408 Yes No Yes No Yes No x r x REFUND BREAKDOWN Title Fund Dept Accnt Cash BLDG 0010 440-001 4210500 101001 THRM DRNG 1800 THRM DRN 280 1011822 AUD SUSP 1001 (SMIP) 280 1011430 SHER DEV FEE 1800 (SHR) 280 1011811 FIRE f 0100 (SRA) . y4617240 101001 DETAIL PAID RETAIN REFUND BLDG Time 109.98 219.96 ........................................ ::::::::::::::::::::::::::::::::::::::::::::.:::::::....:. ............................... »: >::::: ............................... .......... :::::::::•:•: ::::::::::::::....:::::::....::.... .......................................... .......... .......... .......... ::< ............................... .......... ............................... .......... :::::::::: :::::::::: .......... .......... .......... .......... .......... .......... :::::::::: .......... :::::::: >: .......... .......... .......... :!< .......... .......... .I........ :::::::::: .......... ...................... .......... .................... .......... . :::: .......... .......... .. :::::....:... . .......... .......... ::::::::: .......... .......... .......... .......... .......... :::: :::: .......... .......... Filing from Plan Check 0.00 0.00 0.00 Plan Check/Filing0.25 27.50 219.96 219.96 • 0.00 0.00: Inspection 0.00 0.00 0.001 0.00 BLDG FEES OTHER BLDG Bldg SRA 109.98 0.00 109.98 109.98 0.00 0.00 REFUND PROCESS FEE 54.99 54.99 -54.99 54.99 BUILDING TOTAL 329.94 274.95 54.99 54.99 THERM DRNG 0.00 SMIP 0.00:::::: SHR 0.00 0.00:: >: >>: SRA, 95.00 95.00 .0.00. " . z 0.00 APPROVAL Date Reviewed Scott Rutherford Chief Building Inspector $ 424.94 $ 369.95 $ 54.99 $ CHECK: $54.99 8/22/2005 DIFFERENCE: $0.00 (Should be blank) 54.99 $ - $ - $ - $ - °�%TrF° Butte County Department of Development Services °° Building Division ° ° 7 County Center Drive covN•ty Oroville, CA 95965 (530) 538-7541 REFUND REQUEST APPLICATION REFUND POLICY - Butte County Code 3-41(t) 1. Refunds can only be made upon written request by the person who paid the fees, whose name is on t he receipt issued for the fees paid. Any refund checks will be made payable to the name on the receipt. 2. The request must be made within two years from the date of fee payments on permits not issued, and two years from the date of permit issuance for permits issued -if no construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees Daid to other Countv Deoartments are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the CLAIMANT'S NAME: ' MAILING ADDRESS: PHONE: ASSESSOR'S PARCEL NO.: [Please use one claim form per permit.] BLDG PERMIT NO.:Receipt No. 1 Recei t `No: 2' Recei t No. 3n.' RECEIPT. NO.: RECEIPT DATE: 2 % — RECEIPT AMOUNT: REASON FOR REFUND REQUEST: Check those fees which you wish to have considered for refund: ,��uilding Permit Fees =Sheriff Fees =SRA Fees (CDF Fire Planning) Other (specify): Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. If you want the plans, you may ick them up prior to that time. Signature K:/Forms/Refund Applica ' 2203 Date F FLEETWOOD® • Executive Homes 3042 Esplanade BUTChico, CA 95973 TE COUNTY 530-891-6992 •800-346-6992 TE Fax 530-891-8753 AR c 2005 E-mail: exhomes@stormnet.com M March 15, 2005 AR v DEVELOPMENT .. SERVICES Attn: Diana Butte County Building Department 7 County Center Drive Oroville, CA 95965 Dear Diana, Assessors Parcel #065-400-015 Applicant: Guy Gerhardt Enclosed are the refund request application and a copy of.the receipt that we-, discussed on Tuesday, March 15. If there is anything else we need to do for the . refund or the cancellation of the process for the permit on Guy Gerhardt can you please let us know. Thank you, Raquel Bose Executive Homes k OFFtCIq�UT OF BTS 1 , � CE1PT r : — 4 5 Received from C C FAFt KENT ISSUING RECEIPT ��— eJ 8e4095 The S of /. For ,��,� Received: CASH Received'! DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET BUILDING DIVISION DEPOSIT # 291 BAG # 328 PERMIT# RECEIPT# ACCOUNT # F-10 ACCOUNT # (SRA) 0100 ACCOUNT # (SHR) 1800 AVA COURT ACCOUNT # ACCOUNT# ACCOUNT# F-10 (CUA) 1800 (SMIP) 1001 (COPIES) 0010 050398 419560 $ 192.50 050399 419561 $ 219.96 050400 419562 $ 690.46 043416 419563 $ 1.38 033308 419564 $ 54.99 _ _ _ _ _ 050401 419565 $ 219.96 050402 419565 $ 219.96 050401 419566 $ 109.98 $ 95.00 050403 419567 $ 329.94 $ 050405 419568 $ 60.00 _95.00 050406 419569 $ 329.94 $ 95.00 050407 : _ > >:<: `>>> :>`;.:::`: :> « >> >> <>':<> > >:::»><: >:>:><::::<::::::::::...... >':«::......<::>::>:>:'::<:::>:<::>:>:>«::>:::::><::>:::::>:>::<::«::::s:::::::«:::><:::«:»:><::>:>::>::>::>:>:>:: 050407 419570 $ 329.94 $ _ 95.00 .......:8...... ..:9,r7.......::.::$:........329..£tA ..................................:.:...:: ...........:...: JS..tiO.:.::::::::::::::::::::::::......................................................................................................................................::.:. ::.:::•:::::::::::::.:::::.......................:::.::...:: ........... ........................ _..::.::::::::.:::.::::...:..:......:.:.::.:::::::::::::.:.:::::::.:..:::::::..: _::.:....:.................... ..................................................................................... 050410- 419572 $ 329.94 $ 95.00 043313 419573 $ 510.80 050412 419574 $ 54.99 $ 305.01 050411 419575 $ 219.96 050413 419576 $ 329.94• $ 95.00 050414 419577 $ 1,434.39 $ 95.00 050230 419578 S 2.19.96 050415 419579 $ 32.9_98 _ 050417 419580 $ 1,376.64 050416 419581 $ 846.85_ $ 95.00 050418 419582 050419 419583 $ 329.94_1 $ 1,434.39 $ 95.00 1-95.00- 050420 419584 $ 1,395.92 $ 95.00 050421 419585 1 $ 219.96 050169 419586 050423 419587 050422 419588 S 450.92 S 54_99 Fj$ 55.00 1 $ 95.001 050424 419589 ! void 419590 I S 329.94_1 S 1,1 195.24 ` $ 95.00 $ _95.00 I 050425 419592 S 1,27218 { -- 050426 419593 $ 461.92 p $ 95.00 I�I 050427 419595$ 050428 419596 �_$ 2,103.441 329.94 $ 95.0 $ 95.00 I 050429 419597 $ 1,486.62 j S 95.00 i S 19,905.41 S 1,805.00 $ 305.01 $ - $ - $ 1.38 $--------------- - GRAND TO'T'AL TO BE DIEPOSITED r# MONEYCOLLE:CTED: COMPILED BY: DATE zGriJ''2Gta: ..................................... auditor:yellow DIANE LEWELL.EN extn 6869 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. P051111 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION 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: License Number: Date: ^i �_05_ Contractor: k4ow NQ�Q r�r►n�1+1'C OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed_ pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: l7 I Certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: ; ^ %a, 0 1 Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address: Issued Date: 05/19/2005 APN: 065-400-015-000 Site Address: 6265 COLUMBINE RD MAG Map Index: Description: nsf (1544), gar (576), cov (253) MASTER #01-87 Owner: STONE, JEREMY & SHAWNA .1476 LUCY WAY CHICO, CA 95973 (530)877-0857 Applicant: HAMAR CONSTRUCTION. 1853 JUNE WAY 95969 (530)872-1049 Contractor: HAMAR CONSTRUCTION 1853 JUNE WAY 95969 (530)872-1049 License #: 748667 Architect: Engineer: Total Square Ft: 2373 S.F. Valuation: $118,232.00 Census Code: This permit is hereby issued under the applicable provisions of the Butte County Cod/ � l, e a d/or Resoluf o do work indicated ab a fo which fees have been paid. xxj''"' Date: � PERMIT EXPIRES ON: ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ , Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection pugum s_ Print Name: \tat 1 i rrS ZC_ \k— Signature Date: , C\. — 0 ❑ Owner lir Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM ❑ FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) .(.PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) D G57— TO © U 13- Building Permit Number ©sl` Property Owner (s) ' 1^.21i► Project Location /Address Subdivision Name Assessable Sq. Ftge Typ/e of Residential Development (check one) New Development ✓ Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: Department E M_ ❑ FRRPD ❑ CARD RPD ❑ DRPD certifies that: !'uce, e5lc (ol��3 Applicant Name V�nYtx_ ne Number 3 3 n �i�d�1C2�c c) 0,A175.7-95- Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. 0 r C % by Payment of: Dwelling Units @ $ per unit for a total of $ / -�fLj L Square Feet @ $ per sq foot for a total of $ -79 e3 Remarks: Paid by decl No: % Paid by Cash: Receipt No: 174 Recreation&MakD ores tive Date KAFORMSWILDING FORMS\park-rec standard form rev I.doc School District A.P. Number Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) � 1 Building Department No. oI[JS - TVD— /s Jurisdiction: City County Property Location/A Subdivision Residential Development ® Q No of Living Mobile Home, Units Installation Commercial/Industrial Q Q New _ Addition Department Representative ]k / ., Identification No. A (Stree itddrresss)) (City) Lot No. ...........................»..................................:..................................... YqSq. Footage . Addition/ 'Supplemental to (Group R) Conversion Permit # *(No foundation Inspection) ................................................»................... »...: Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) l/ School District certifies -that has complied with the requirements of Resolution No. representing square feet. j WK School District Representative Paid by Check # / Remarks: Sq. Footage (Including Exterior ofed Areas) 5 -INA - Date L IM ' e / _.moi / (Applicant) (Phone Number) (State) (Zip Code) �) by payment of $ JAB 2926 $ FULL MmGATION $ g -�5� �• Date r ' Not)ee: You may protest the Imposition of the fess Identified above by submitting a written protest to the District. In compliance with Government Code Section 66020(a), within 90 days from the date fess are pall. Failure to submit a timely written protest wlll'prohibit you from challenging the Imposition of the fees In any court action. K, subsequert to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is notiflsd by the appil0mbie Local Planning Agency that thio project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mrdgsb.Ms Impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/03)dmm BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER Last Name Tot- First Name Address L City \� State C Zips 9-7 Phone _ D &S-7 Fax E-mail APPLICANT SIGNATURE X For o ' e use only: CONTRACTOR Name i� Address 7 �vCrx,v Q � Address I Yes State Zip City �U�01 State Zlp �S�L n Phone r D Fax E-mail Date: (� J 2 S _ L' $66 I Class APPLICANT SIGNATURE X For o ' e use only: ARCHITECT/ENGINEER Name 2CS.Cr� � IUL. Address 7 �vCrx,v Q � City I Yes State Zip Phone �- Fax E-mail Map Book State License Number APPLICANT SIGNATURE X For o ' e use only: APPLICANT NAME Name 2CS.Cr� � IUL. Address 7 �vCrx,v Q � Cityptate I Yes C � i 1 61 Phone �- Fax E-mail Map Book APPLICANT SIGNATURE X For o ' e use only: Zoning City Flood Zone SRA SRA I Yes No Occ. Type Const. Subdivision Name Address Map Book Page Lot # Planner Date: (� J 2 S _ Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc rj/ PERMIT NO. BP BIN # LOCATION Propert Address /� // City Cross Street 2 SRA WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: I A Sq. Footage n/ T 576 Co U Z ❑ Structure Built with t ❑ Proposed Chan ,c s� (Note previous use EXPIRATION OF APPCTCXTIUN Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. 3) Page 1 of 2 REV 2-24-05 Received b : Amount: 6 3Y13Bldg SRA Receipt # r �[� Sheriff `1 SMIP Date: (� J 2 S _ Other 1 - Total Page 1 of 2 REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit.- INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND /N INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd.plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for.non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ T. Worker's ComPensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signat h.odza on (if required). ❑ 10. Recorded copy of Agri` .t�ltural Acknowledgment Statement. ❑ 11._N,�G ran.t Deed, ❑, H Tale/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS - Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds,can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET hPC, > l C l OWNER: e� i ASSESSOR PARCEL NUMBER Proposed Building Use: N 5� � � Permit Technician: (mac- ":5 Date: Items required in order to apply for a permit. All boxes MLIS1 be checked OR marked NA in order to apply. "'�/ N 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑• 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ,❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form / 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) _/ ' S 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable l0 ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by X1, ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ rosion Control Plan Required........................................................................ � 20: ees as shown on the attached Schedule of Fees Due Sheet .............................. Z*L ❑ 1. City of Chico Plumbing permit........................................................................ ❑, 22. Site plan and business license approval from the City o iggs........� iw.,,.14..,_� -vim \� 23. California Department of Forestr plan approval paid.,t Sent bye 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:... .:.. \�❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ `�►�f 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... QS- ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... 29. Worker's Compensation Carrier and Policy Number .......................................... 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.......................:............................................ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... \❑ 34. Deed Restriction.......................................................................................... ❑ ,` 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... 36. Other: ❑ 37. Other: When issued Telephone w hL��/ PH5� and hold for pickup. I have been ins forted sof the above itis and requirements for obtaining a building permit. Applicant: - 1. Index pew 2. Additional items numbered: Date: 4 - 2-0 Plan Check Letter Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: / Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date Structural approved by: Date: Note transfer by: Date: Yellow: Building Di ision TO: Building Department FROM: Environmental Health' SUBJECT: Sanitation Clearance E.H. USE ONLY Moa Ran Artechod Raw Ran Ataachad Sent to S.D. ! eO IC-tn 4&,y,e X / /�� v�5� OID. j�00 - D /5 Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private ell Clearance for ✓dwelling. OthersAepv7W - 4k) oe- f,;2 /-k,.oma o ^ i0.O.7 � ,4 Hold final for: Final clearance O.K. for: NOTE: Environmental Health $r cialist Date 8/96 75po_5-1111 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER PROPROSED BUILDING USE BUILDING PERMIT FEES -7 j --- Balance Due ..................... $ .� I/ 1 3 --- FEMA Flood elevation review ... $ &2. - Additional plan checking Fee.... $ SCHOOL DISTRICT FEES (paid at School District Office) (form available after" Plan Check) SHERIFF FEES (paid at Building Division) Residential............ X $360.00 '=$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. y� 4. RECREATION DISTRICT FEES r -/ZA-0/5 ( a' _at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEEEJ COUNTY WIDE (per dwelling) $_ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ 1)_NQII,TH CHICO SPECIFIC PLAN (per -dwelling) Zoning _6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) MIP 9. OTHER 10. OTHER 11. OTHER A.P. # DATE RECEIPT # DATE REC. -�� 3 WI 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 during the plan chug process. i APPLICANT e DATE Pursuant to Governmen ode Section 66020, 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 fro date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) Butte County Department ofDevelopinent Services 0 OTrFa • 7 County Center Drive G = Oroville, CA 95965 (530) 538-7601 Telephone C (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: 0 I need to submit applications for septic and/or well to Butte County Environmental Health immediately. . • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. o I am responsible for notifying Development Services, in writing, to, stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include; but are not .limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name:r� ,l,� I DU i%� APN:. DLe�z - Q-c,,o —o l <� Building site address: (a( -LA VA VZ_ Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNA RE APPLICANT DATE Copy to Applicant/EH/File K:Forms/BldgPermitwithouOearances 020705 ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/publicworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 Permit Number District APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information exce t signature must be typed or legibly rinted. 1. Applicant's Name: la. Company Name: 2. Address: � cc�ucv� (a+� 2c�a� ��• Cry ciSlq 6S 3. Phone: 4. Assessor's Parcel Number: 5. Location of Work to be Done 6. Applicant's Signature 7. Date: CONTRACTOR'S INFORMATION 8. Contractor's Name S� ICC J (' /"• 9. Address � n • � � (-,( (� 10. Phone: � � i 1. Fax: f 12. Contractor's License Number•p N. /,/ 13. Certificate of Insurance: Yesv�[ N0: El14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ElGutter: ElSidewalk: El 17. If 'vew Lis yp 18. Other Work - Describe: 19. Pla s it c8 : ❑ Yes No PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby ted. 20. Conditions (� f / al,v(/le Gt �f Ali << �i07 Underground Service Alert U.S.A. must be notified two workingda s prior to any excavation. 800-227-2600 21. ❑ All work shall conform to accompanying: Detail ❑ Plans ❑ Special Conditions ❑ 22. Date Issued 23. Expiration Date: 24. Surety: 25. Date Paid: 26. Amount Paid: 27. Paid By: 28. Receipt No.: Mike Crump, Director of Public Works By: For County 29. Final Inspection Date: 30. Inspected By: ❑ Completed - OK ❑ Completed - Not OK ❑ Additional Comments Attached ou onty:. 31. Comments: Note: If permits are faxed to any number besides (530) 5384356, they can be delayed up to one week. Page I of 2 g:® 9 ?uc WC9�1: Department J. Michael Crump, Director Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 9 ACRE] Project Description: Project Location and/or Parcel Number: NSi By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting .false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. , Signed: '- Title: A ut0 Date: 6r- Zep - ©�- Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 04/28/2005 09:32 8778820 F� COR IiNG REQUESTED BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL TO! Jeremy Stone and Shawna Stone 1476 Lucy Way Chico, CA 95973 BUTTE COMMUNITY BANK PAGE 02/02 zIZICz+E5 --- ®( 1. !!530QK Recorded UfficialyyRecor•ds EoBPEOf • I:ANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant i3P:OOPM 18 -Mar -2885 AEC i EE i �q)• _.,,. min i f ? 3asun i page 1 of 2 Space Above This Line for Recorder's Use Only A.P.N.: 065-400-015-0 File No.: 0402-1813350 (MT) GRANT DEED.....-""' The Undersigned Granror(s) Declare(s): DOCUMENTARY TRANSFER TAX $66.00;C-CTTYTRANSFER TAX $0.00; SURVEY MONUMENT FEE X computed on the Consideration or full value of property conveyed, OR computed on the consideration or full value less value of liens and/or encumbrances remaining at time of sale, x unlncorporaeed area; ( I City of , and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Guy E. Gerhard, an unmarried man hereby GRANTS to Jeremy Stone and Shawna Stone, husband and wife, as to an undivided SO% interest and Gary N. Stanton, an unmarried man, as to an undivided 500/0 interest, all as joint tenants ing described property in the Unincorporated Area of , County of Butte, State of California: LOT 159, AS SHOWN ---------- -- -- --- OFFICE OF THE RECORDER OF THE COUNTY OF $Li E, AND 82. EXCEPTING THEREFROM ALL i= iT BEING AGREEa AND UNDERSTOG- _= = BE CARRIED -ON FROM TUNNELS. S sA - _ _-_-- -- - -- - - -- -- --- - -- ---- - - -- - - --_ _ - :-RVED IN THE DEED FROM MAGALIA M-7-=- ----- ---- --- -- _ - -_ -: =aCIAL RECORDS. Dated: 03 / 17 / 2oos Mail Tax Statements To: SAME AS ABOVE AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965• 00PY of Document Recorded 05 -May. -2005 2005-0025660 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT ' Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Vp,.�- Date �'' L 04, PROPERTY OWNERS: State of California County of TZ- On- 'i -ot (S'US before me, personally appeared -] 2 f M c ar• S u VA-u--rN ersonally known to me (or proved tome on thd basis of satisfactory evidence) to be the person )whose nam�(jrs is/ subscribed to the within instrument and ackn wledged to me that he/sh��e cerecuted the same in his/heir authorized capaci ie and that by his/he eir thsignatur (s n the instrume e persole)jor the entity upon behalf of which the person ss cted, executed the instrument. WITNESS m and and official seal. ..- /�% ANNETTE LEE MERCER signatur ?tet (/� / �' t-�--, Seal: ® � - NOTAROY PURL C1CALcO RNIA BUTTE COUNTY O COMM. EXP. JUNE 15,2006-A A.P. bob-X0308 $rWOOO 16 fMtv bs-xkqmor,; wasd loot err lsriip.k 10 H300339 YTHUOO 3TTU9 RECORDING REQUESTED BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL TO: Jeremy Stone and Shawna Stone 1476 Lucy Way Chico, CA 95973 A.P.N.: 065-400-015-0 Recorded Official Records Cou_ nty_Of CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02. -OWN 19-Nar-2e05 C FEE 100 TAAX 66. T 00 Jason Page 1 of 2 Space Above This Line for Recorder's Use Only GRANT DEED The Undersigned Grantor(s) Declare(s): DOCUMENTARY TRANSFER TAX $66.00; CITY TRANSFER TAX $0.00; SURVEY MONUMENT FEE $ File No.: 0402-1813350 (MT) x computed on the consideration or full value of property conveyed, OR computed on the consideration or full value less value of liens and/or encumbrances remaining at time of sale, x j unincorporated area; [ ] City of, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Guy E. Gerhard, an unmarried man hereby GRANTS to Jeremy Stone and Shawna Stone, husband and wife, as to an undivided 500/o interest and Gary N. Stanton, an unmarried man, as to an undivided 50% interest, all as joint tenants the following described property in the Unincorporated Area of , County of Butte, State of California: LOT 159, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 17, 1970, IN BOOK 35 OF MAPS, AT PAGE(S) 78, 79, 80, 81 AND 82. EXCEPTING THEREFROM ALL OF THE VALUABLE MINERALS BENEATH THE SURFACE OF THE SAID LANDS, WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT BEING AGREED AND UNDERSTOOD THAT IN ALL MINING OPERATIONS, THE SURFACE OF SAID LANDS WILL BE PROTECTED AGAINST DAMAGE AND THAT ALL SUCH MINING SHALL BE CARRIED ON FROM TUNNELS, SHAFTS OR DRIFTS HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED IN THE DEED FROM MAGALIA MINING COMPANY, A CORPORATION, TO E. D. STORTS, ET UX, RECORDED SEPTEMBER 4, 1947, IN BOOK 423, PAGE 385, OFFICIAL RECORDS. Dated: 03/17/2005 _/- _ I ,.1000, _ j� Mail Tax Statements To: SAME AS ABOVE Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING May 10, 2005 Jeremy Stone 1476 Lucy Way Chico, CA 95973 Subject: Building Permit 05-1111 (APN: 065-400-015); NSF Dear Mr. Stone: The Butte County Department of Development Services, Planning Division, has reviewed the submitted application. The map that created this parcel indicates that there is a ten (10) foot easement for services on the north and east property lines. The building is located in that easement. We cannot approve the building permit until the building is outside the easement, or you have obtained approval for the entity holding that easement. Please return an update site plan to the Planning Division. Should you have any questions please feel free to call Chris Tolley, Assistant Planner, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603. Sincerely, Step he Streeter Planning Manager SITE PLAN REVIEW APPLICATION Date: S- ( U V J AP# Permit Number (if applicable) 6 ( Bin Number APPLICANT INFORMATION Parcel Size: Owners Name:�— Owners Address: Telephone No.: Situs Address: ((01 6w. !� c'K Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel -Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel 1 ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stampeq Approved Lo Date Page 1 of 5 rR, ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Snow Load Area: 2OU - CSU d ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attached) • Flood Zone: C • Flood Panel No.: OWC Index Date: 6' ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation,Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) 4 ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------------------------- 7------------------------------------------------------------------------------------------------ ---------- ❑ Detached Building,UseForm ❑ Encroachment Permit- ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: � T � ct- pre-) Applicable Building Setbacks: ❑. Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear Height Waterway N/A N/A N/A ❑. Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 ,J Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other --------------------------------------------------7--------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments•: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 IN Subdivision ME/Parcel Map: Map Date of Recording: 6 - (-7` (qIO Lot: - 1�-� ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: 115 - lj`2 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts. shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of . a ' pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. 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Ca a..r..r•� _ a 1 /a o y? 8- N'A sf9 p��t / � a3 1 d u �, l N/A•00' e,E _ I a� 0 � $ 2 � � er•rrn-<_`_ .fd j, Y� � Ar///�s/cl /t3. rt' 1+ 5/E �` m m `� eta-ai'of' o rse e,4- L�J 2 I_J4a.sf_-_ AWL B Rin--?•'' V 4 /3r. 31' , '0 1♦'�Nfl'//'OB, o L •♦ sa• "N%UL 1° pnu�' y 0.0x•q�x, rt9 rL' � 0 rBB /9a. 0 � u .^ /75 nl 11 .rG, \. / / � Q ry.'/'G/ .y'S�P /TYP/CAL FL!/6 LOT L/J✓pUT SHEET /NOEX mI 7 maxs'//'S/•E N/c'�aarf `' G•ri53 $41 � 2 ^'In ?,`Z a, o u fT/i Sif ♦ �1 �0 i_.. 6/ � va/ �/ y, /3/ n' N G• //B v M '< <.90' ��- - 3.1 ,fa 1;c /as•�' ° g R 5/F + o` n yp (C/./ 11 Z 4k '\11 � rt >DT.9L <zPCS /0/.3// i /d dic•s�9 C NfdN L. ` p //G !" tora BZ 72D df -. 't B. <o '1 N<f•iL. w o� oB'n O ¢ ` e 1 /VY u ./.:J9 EO en ao3 <79ai s PARCEL A, 6 j C 0.410 �' fx%� /Z 1 E � 4 0 •( + fr � 14 . 4' .. /AI 1 r` `\ _�-. '1 Nfa'/!oo' ` ° ' &: f rr• '+ d i8 > I \ •� A^(E. ; (a3. ., t ° ;iy'.OmW. L3 no° SiE /171 a l e 11t PC' LEGEND+ ,' <f. sG'm1 •a / /a0 w +'V j9a.BB'.�o T� ♦11 `1 1 /� �''/r >B CALCULATED POINT....................................... ........... .......... p t"„ w:6 _I o 3 m• , m .. , , o r m c +^ i a Tn /x•ro•Br cm II / 4 X45 yC 6 �'. ,1 1` /29 �` i` .� i 4 OVERHANG EASEMENT. ............................. ® ♦ � 8Mo B , �c�' i ei .oa•rr I ` pYaE•%� _ �.ea �o B? 1 ` /6 �, m o .df/f / 5 ca ly :.i sr. ri•T/2B `m �� f �iY 4 SET BACK LINE ......................... ..... ............ !/ 1 �� ,^ ° �, 1//'r yfe'C 18 m^R- "•e t5 �4P :yyB (�mm 2oo•gi 1) nneu.•+P•.v9r.r' 1 S8 ;+..... /d�sS' pSEV'm$,v Z mm o1';G„ /ro/S.oGo,$? rP /0p1'o/f/.yE . <F ri H' !�. !/r•i/ /S.5eifte-E1-r�.pI\,\.c «r.se__w n^n �L♦ JI//6/ 4no. ,,,PID/.G2a.\a�'° 4 T (P.U.E. ).........._a /R/ PUBLIC UTILITY EASEMEN "ID /DRAINAGE EASEMENT(D.E.)....................... N7E/� .O .5 p$eO-_+w-o-••a- _ov. 1 1p P SET CENTERLINE MONUMENT..............................................® a= ♦ & '\ c m (/Y%C. x-/10' x' ♦r 2 /59 c$ /LO1 n 4 `4 ° n 51 H'N SET 2 x 3 I RON P I PE TAGGED R C E 9033 I _ $• w , erRy ..( �Sg. ��11L4.oa . �'da e I .Ia• 157 3 1 6 a '' i'e' n/rz• stac• -' �- O owl 2 $ p. Hf d,� o< 't, Jx ss' ALL LOT CORNERS'NOT IVDICATEO BY THE ADOVE SYMBOLS d u♦S ,`. xa'/!•d ' 9 I'2M'” 'T'4-��—�r,,,=sB-rr •o LSs. 9a' TO BE '1.1ARKED 9Y 3/4 IP.ON PIN WI TH.TAG R.C.E. 9033 o.R _ .ol 'I�J99'//•3/•E i e•/At Vf 'e�d. /r m.rx'leu' M r COLUMB/NE .POAO /z✓. Sr - R'l;l yal � _( .00' v N9. 0r Ate` F ! aT9• ad RECORD ......................... .............. ............ ..0 ) yT� • 2.1 � Gf fOt � YO Lb a.lP�.�' FOUND MONUMENT AS SHOWN ................_.................. ........ f/ 13 E� w - `nro rrr ;c7Fi — 5' 0f T'�L / < <•' b wV�i• t 1 '0<!ar<c AREA In WNICR 5EP11C TANKS B LEACH LINES ARE PROHIBITED'.___-1 o 4. 9 nl 'I I « BASIS OF BEARING' \�. m a4, �•5..a'�✓ j' se. /4v 80 o`:-dtn<' 4j^ .- 1 p, dvpl <•/r A ,� /Ga 'Vo• $ c L /G6 I' ♦, THE WEST L INE OF ' SI ERRA DEL ORO' ESTATES UNI T NO. A N t+' .,y �ti✓UenWa=<'_ 'Fl l•eeN dTg Yf x``19 .,L. t9'gF' LrOa��_ip.If" 1 �_� __�.. 'Pr_�/` ]_� SHOWN AS N OC'48'12'E ON THE MAP FILED IN THE OFFI CF. �, �'�jY y?� e•J dx,A;ti?' j E1` +�`?/dt, f' N/H•'-.� 2, I I��rFVNi r%�,, �a<rur OF THF. RECORDER OF BUTTE COUNTY IN MAP BOOK 35 AT =t°. v •HJG •,%y ?' U'd 'w.- ! # xY nLz PAGES 45. 49. AND 50. /73 Bs•rB'o9'w sac. a�. i1 %£ ROA°1 R JAgd ..1 y � ,♦ C : ♦ /72 q `3 / A' /74 •(I �:Nsr+x \ r y 8 /Be Ey' �:� /f 'N$/7/ o` ddJEl C.1 '8 '-'.bA- i°no SUBDIVISION NO.-+--1- 1e-/``r 1 3 __ ='-p�l � g. !td s/vLB67i:!'\_ v ♦ c �1¢ �/70 91.90 .�ns M1F� i PARADISE PINES UNIT N0. 3 NpPI °n ♦ L-NSB/58. `'B' Ys �.a;'c.� /A 9� i • °L de' < is 1` 6, *� � `&rs dTr•splNE do A/iie' � ,av-'"�•6• � Si& �o �o,Y `vUIU�, PTH. N.E. I/4, SEC. 19 . T.23 N., R.3 E., M.D.M. �C 7 `$ ' x.E l'`/INs- �Ef�.� /77 g /7iIlls. BUTTE COUNTY , CALIFORNIA 11 + ,••fi;a.ra 8 /uE,>- +ad.vs� 1,f; y0' SCALE: 1m= 100' JUNE 1970 7y ,'$ x, Qd 3 1)•'cMURRAYa McCORMICK MURINC. ^• 1 /3s +1 _ " ?� _ i �''p+n r' ENG LAND SU CIVIL ENRVEYORS J/9� ('mf00 SB 9Q•/y [7�w 1912 F ST., SACRAMENTO, CAL I FORNIA if �� �• SEE SHEET 3-'1pp'- ��•/O. pC SHEET 0 OF 5 SHEETS c. H rev.•r • A NOTES RESIDENTIAL (_ 06�-40p Ul5 T. 05-1111 PERMIT NO.,. STONE, JER04Yc.✓IW 01M6 12..,b _( bs?Ti�E1 L''�f, MAGALIA } , E Cont: GREENE ROOFING E NSF MASTER# SPECS CONDITIONS IONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER Zs- c - 3 OFFICE COPY Address GASSiM%r6f,(S Date Meter By ELECTRIC J� Date Meter By W 1 CHECKED BY ,-: JOB FINALED (Date) l \ 7 S` Signature \ ' ^�C u`.w-�--. \A L.OERKE MULATION CO., INC. W AATM CERnF=IrE Cl3LVV%C31,JE '2.a MAG.oL•/N -no --• �TTS i. ROOF mablw Btarres Nrprie Tfddmm *mhcO Thermal Rodgmm a) 2. CEIL NG Bait or BkmkdtYPe— mud furs Johns mmm- e 711$mvd Rte► (R -Venue) '�-3 0 r �rfr�w•r��R Leose FR TYFB Fite e SaN d Name Johns MWAG coa umft aft bwWwwwofft sq. , �a s n, 1 n T �2.4 5. . ADmp�fad"Im's d WdSMPw squm bdto Titer! Rhe (R VAe) '23c7 &EXTERIORWALL L SLAB FLOOR / PERi�1kTER Ttddmm PODIRM h=ddon DqM B. FOUNDATM WALL lidekom tom) �ii..M � i � �i•1� BMW Now .r Job= mEdh�._..._. ThmW Rem (R-Vak*L � `�►3 8rarld Now , Thwntd P (RrVMue) 8rw d Name mm" a (&VdW Brand Now Ther<rM Roddmm C w. �' ��.1 • is 1: • • Z6 -. J=OK 0 = Not OK = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (PlansNOK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft! P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy '9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Cana B-1 Date Card B-1 Date Cana B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Date 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Ll l MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. - Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip: Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit '9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex.) Date UNDE_VLOOR (Plans) OK except #'s 11/Lo 'ng -Setbacks -Easements -Flood -Slope tg.Main; Soils-Elec. Grnd.-/ I Ftg. Depth g., Garage; Soils -Steel -Elect Gmd.-/IZ/" Ftg. Depth 4. Fenforches & Decks; Soils -Steel-/ /" Ftg. Depth k. St!iRwalls, Main; Steel-Blockouts-Wrapped temwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors eo"Q,W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 1s!UF�Gas Pipe; Size Anchors -Yard Gasi-P-iorno: Size Test Wi> 11fWater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 1�1. nums & Ducts; Clearance -Material -Support -Ins. LA*Vi"ers-Sills-Anchor Bolts-Joists-Vents-Crippies Access & Ventilation 16. Insulation Date (B-1 S -O Card B-1Date Card B-1 Date -1 - Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 1 r Water Htr.; Vent -Access -Combustion Air Baffle 1 15.Water Pipe; Test & Anchor -Nail Protection 1 r, D.W.V.; Test Fittings & Anchor -Nail Protection Of Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22 -"Gas Pipe; Sixe & Anchors 23. Fre Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Ixture & Transformer Clearance -Ins. Protection ,,Elec. Receptacles Spacing -Lights & Switches at Doors 2 ._Size Boxes & No. of Conductors Stapled 2 . omex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fasteners -Bond Gas & Water 9. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Neutral ❑ Yes ❑ No Date FRYING (Continued) 7. FIangers-Post Caps -Anchors -Connectors 4 . Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. ,Dreplace Ties or Type A Flue -Fireplace Throat Clearance 5T,Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 . Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52of arage Fire Protection Framing -RC Channel 52',Pmperty Line Firewall & Openings 5 . Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. S ' s; Width -Headroom -Rise -Run -Landing -Fire Protection (IPPIPtywood on Roof Overhang -Attic Vents -Rafter Outriggers 5 . Siding -Nailing Veneer 58. Stuc o Mesh -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Botts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Dat Card B-1_ Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (PJans) OK except #'s 64*' x . Steps -Door & Sidelight Protection -Landings 95 --smoke Detector 66. Furnace Vents -clearance -Comb, Air-Connector- InS3' age; Above Floor-Ducts-Mech. Protection Bedroo ,Exiting �8.. �rBath Fixtures & Tub Access -Spa WIL-Ele-c. Trim & Subpanel, Breaker Sizes & Labels 7b. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. Kit- Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Z4 -'SF . Outlets & Receptacles at Kit. Counter _ Garage Fire Door; Swing -Landing -Closure 76. kg -Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in ge; Above Floor-Mech. Protection ;,Elec. & Mech. Equip. Listed for Location a%. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in'Attic 81. Guard Rails & Deck Construction -Post Caps `8 n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ' 83. Fo owing InstldJDrive ❑ Yes ❑ No/Walks ❑ Yes ❑ Nc/Ranters ❑ Yes O No 84. 41ucco Brown -Finish A C. Unit Disconnect, Electrical -Plumbing P6Jle SAtiove Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground r ation Throughout House 0 ss Protection QirE�ections from Previous Inspections as Test -Meters Tagged, Gas -Electric c23,-W9j,ei & Sewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates Address Posted 96. Fire Sprinkler Date B-1 S _ Date Card B-1 Date, -ZS f35' Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 32. enrice-Riser Conductors & Ground Main Disconnect ui . Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light 3 . Smoke Detector Date Card B-1 t4 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except -#'s 36. . Ducts Insulation & Support nt Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform ff Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FR.5MING (Permit) OK except #'s 1 Sills Proper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound 4 earing Walls over Girders & Floor Nailing 44.,Zraft Stop in Walls (rat proof) 4 F' a Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 . Headers & Beams -Size & Bearing Date FRYING (Continued) 7. FIangers-Post Caps -Anchors -Connectors 4 . Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. ,Dreplace Ties or Type A Flue -Fireplace Throat Clearance 5T,Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 . Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52of arage Fire Protection Framing -RC Channel 52',Pmperty Line Firewall & Openings 5 . Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. S ' s; Width -Headroom -Rise -Run -Landing -Fire Protection (IPPIPtywood on Roof Overhang -Attic Vents -Rafter Outriggers 5 . Siding -Nailing Veneer 58. Stuc o Mesh -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Botts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Dat Card B-1_ Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (PJans) OK except #'s 64*' x . Steps -Door & Sidelight Protection -Landings 95 --smoke Detector 66. Furnace Vents -clearance -Comb, Air-Connector- InS3' age; Above Floor-Ducts-Mech. Protection Bedroo ,Exiting �8.. �rBath Fixtures & Tub Access -Spa WIL-Ele-c. Trim & Subpanel, Breaker Sizes & Labels 7b. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. Kit- Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Z4 -'SF . Outlets & Receptacles at Kit. Counter _ Garage Fire Door; Swing -Landing -Closure 76. kg -Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in ge; Above Floor-Mech. Protection ;,Elec. & Mech. Equip. Listed for Location a%. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in'Attic 81. Guard Rails & Deck Construction -Post Caps `8 n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ' 83. Fo owing InstldJDrive ❑ Yes ❑ No/Walks ❑ Yes ❑ Nc/Ranters ❑ Yes O No 84. 41ucco Brown -Finish A C. Unit Disconnect, Electrical -Plumbing P6Jle SAtiove Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground r ation Throughout House 0 ss Protection QirE�ections from Previous Inspections as Test -Meters Tagged, Gas -Electric c23,-W9j,ei & Sewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates Address Posted 96. Fire Sprinkler Date B-1 S _ Date Card B-1 Date, -ZS f35' Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 1 ;l �q�AeE�E TLS 211-0 SII � DRAIN OUTLET � GA9 INLET r L7 -- - - - - --------n----- -------- D ------- ❑------- ❑ t Y_B�I uF0. J B E� u----`J�"Q ----- �1-------------------------.— - — L--------U-----------L—L—U------- --LI—I----------LJ�I 28'-5' L 38 V4* 132 3/4' ` SFEARWALL G -STRAP ENTRY DDDR i L E G E N D aSTANDARD FOOTIIG TES: I. THIS DRAWIWS IS TO BE USED IN CONdI.NC- TION WITH TFE INS- TALLATICN MANUAL AND ITS SUPPLEMENTS. Z. FOOTINGS ARE SIM OR EXAMPLE ONLY. ANTITY AND SPACIHA Y VARY BASED ON PAI TYPE, SOIL CONDITICNS WOODLAND 17-1 ICT NUE WATERFORD BUM ®. 45138 fi] a j, DEPARTME TITLE PIER LAYOUT PERIMETER PIERING FOR A HA WIjW2. x SID) AL 30, ROOF LOAD PERIMETER PIERING REQUIRED WHEN ROOF LIVE LOAD > 20 PSI— DRAM; AIVARK. DATE: "04/19/04 L GCHA5513 INFOM.R. SPACING BB I/2' AI -BEAM SIZE 10 A W��IA Gia i r A # ,n eO b 5 — `l V;;3 — ID \ 5: LEX DUCT PAN L BO% CONN CTIO A -UNIT Y_B�I uF0. J B E� u----`J�"Q ----- �1-------------------------.— - — L--------U-----------L—L—U------- --LI—I----------LJ�I 28'-5' L 38 V4* 132 3/4' ` SFEARWALL G -STRAP ENTRY DDDR i L E G E N D aSTANDARD FOOTIIG TES: I. THIS DRAWIWS IS TO BE USED IN CONdI.NC- TION WITH TFE INS- TALLATICN MANUAL AND ITS SUPPLEMENTS. Z. FOOTINGS ARE SIM OR EXAMPLE ONLY. ANTITY AND SPACIHA Y VARY BASED ON PAI TYPE, SOIL CONDITICNS WOODLAND 17-1 ICT NUE WATERFORD BUM ®. 45138 fi] a j, DEPARTME TITLE PIER LAYOUT PERIMETER PIERING FOR A HA WIjW2. x SID) AL 30, ROOF LOAD PERIMETER PIERING REQUIRED WHEN ROOF LIVE LOAD > 20 PSI— DRAM; AIVARK. DATE: "04/19/04 L GCHA5513 INFOM.R. SPACING BB I/2' AI -BEAM SIZE 10 A W��IA Gia i r A # ,n eO b 5 — `l V;;3 — ID \ 5: Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. F All parcels 1 acre and larger shallprovide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. T 2. For parcels less than 1 acre, local jurisdiction shall provide for 1H the same practical effect. See "Other Requirements below. T 1 [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or --removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction final T x or building permit inspection. E Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A or B roof R ✓ Enclosed eaves If Building Setback is Less Than 15 Feet — E K ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: Q ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D T T ❑ Glass area not to exceed 10% of wall area toward property line with insufficient U setback ❑ Siding from the following list: T o Stucco — 3 coat 1 o Nandi -Board or Plank o Masonry o. Masonry Veneer T K o Metal o Other Butte County Fire Department approved materials [l E M . E 9� Date ignature T S CDF FIRE SAFE REQUIREMENTS - AP#O) -- D /3 -PERMIT # 057 D yD� NAME Under authority of Public Resources Code Sec. 4290, the following checked. items are required by the Butte County Fire Department and made a part of this permit. These requirements are D minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards pq Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. y I Grade. Not to exceed 16 percent unless paved. pq1 Driveway Radius pq No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. pq The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. Pq Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. Q pq Width. All driveways shall provide a minimum 10 -foot traffic lane and T T unobstructed vertical clearance of 15 feet along its entire length. U pq Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in I length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates Pq 1 . Gate entrances shall be at least two feet wider than the roadway E they serve. 2. The gates must be located at least 30 feet from the roadway and M shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. T V1 S i W_ ZEE7WOOV Waterford Series Model 4513B 3 Bedrooms • 2 Baths • 1,350 Square Feet ci C P , {sem- I cp M �vA L .-A INCA b S S__'. J wH■a■u uu ri * s1 .. lOq uiuiui■nau its i I■■wH■H■H■HH/ H/H/H/H/H//■■/■/■■ ■1 IHaI/ I " ■■H■H■H■B ■■■■■■■■I I/■H HH/H/wH ■/H//■/I luwwn■■a■HH/u/■r--H/H■■■/■■■■■■■■/■ ma■Hwwl " d � V/■■/■■/■ wHww■ol � a.�ort �/■■/■■■/ lo�o�d■/■T ■ I/■■■■■ �7■H■Hn/off■HIO I//■/■ �V■//w:./■n■w■ I/■■/■ \■/■aQl/�■a�7r�w�■■■H I■■■■' Ow■wH■ate■■w 020" am www■Hb �ENOMME �' - '1 a/HI�u • uw► �n ainiiiu..�, a■waaAwnl •■a!•■8■0■HI • ao■ol a ■r H wniu V■H■H■". ■n■H V■n■H Orr. 5.0.0. WALK-IN I y CLOSET I BEDROOM #3 DINING 101-3"X91-10" AREA 10•-5" X 13•-0" GABLE DORMER LIVING ROOM I BEDROOh 17-8"X 13•-0" f0•-2" X 7Ot ENTRY ral WALK-IN CLOSET OPT. DEN #2 10'-3"X 9•-10" OPT. BATH ` ovr wow ■ OPt. C I NEI R B'A E . . OPT. RECE55ED ENTRY ; Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be'representa' yvyonstant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans.is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. _. WD/17/JUL04 a Building Permit Number: Owner Name: 6C'..' h � Residential Construction Requirements BITORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building.,Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note; We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. S. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page.2of 2. Building Permit Number: Owner Name: VPthe State Responsibility Area (SRA). Comply with attached requirements. lies MFire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures and&pment including overhangs shall be clear of all easements. A setback of a5 feet from the side and a5 feet from the fear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of -the right of way shall be clear of - structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. 2"x 2"x 3/16" 3/8" CAO PLATED BOLT, NUT & WASHER COACH "C" FRAME STEEL ANGLE COUNTER BORED FLUSH WITH BOTTOM 2" CHANNEPC—BEAM AT 8" O.C. (8) REQUIRED GRIPPER _ 1/4"x1-1/4PLATE 1/4" STAND BASE TEK STS + ABESCO ABS PAD #503 (2) REQUIRE 1/4- GRIPPER BASE DETAIL "A„ 1 (2) REQUIRED 2- A307 LT 3/8"x 6"x 6" STEEL PLATE CHASSIS FRAME 1/2" A307 BOLT (2) REQUIRED ATTACHMENT GRIPPER • PLATE1\� 1/4- GRIPPER BASE \/ \V� 01/2 1 LOCK PIN WITH BOLT WITH NUTS BRIDGE REQUIRED • PIPE RISER WITH ADJUSTER• 1 THICK TOP PLATE 02" SCH 40 PIPE STAND WITH • .I'1 01/2" ADJUSTER HOLES 0 ABESCO ABS PAD #503 STEEL FRAM' /_ice`~ ��� SEE DETAIL Nil �_��►��� • int I, iii►� 36" MAX TO BOTTOM OF PAD {---10.00 --{ T 10.00 0Si .., ..-" "- -. i STAND BASE TOP VIEW 37918 TUF-1 PERMANENT FOUNDATION SYSTEM ABESCO-GUS GUARD COMPANY 5851 FLORIN - PERKINS ROAD SACRAMENTO, CA 95823 PH: (800) 382-8831 WAYNE FAX: (916) 383-5207 COACH "J" FRAME 1/4"xI-1/4" TEK STS (4) REQUIRED 1/4- GRIPPER BASE 1/2" A307 BOLT (4) REQUIRED J—BEAM ATTACHMENT g" 1/2" DIA. HOLE (8) PLACES 30" STEEL FRAME TOP VIEW STS' Arlawim tn>mieer so malls AppRV 1tLV=wTllcVllM=olQt;lltCN8AN? OMtS WM OR OMA71M FROM RSWANOMM oir ATPL/ilAIIIII&B SfA78 DINS AND RB�4A:10� �LYM �tQ9iLa1� aroosLsAw .. ilr a .. . DING WDEPAR1,1vil RM\W00 Ii-4LISlfNQAN0. F94249 SHEET 1 of 3 P _ ... ..._:.-::•�.n��., .. :'^:nom • ::r'•,•-;y....:c` - .:r GENERAL NOTES GUS GUARD TUF-1 1. DESIGN LOADS: LIVE LOAD - 30 LB. FLOOR LIVE LOAD - 40 PSF WIND LOAD - 80 MPH EXPOSURE "C" SEISMIC ZONE "4" *SNOW LOAD 100 PSF (SEE NOTE #15) 2. THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. 3. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE "MOBILE HOME INSTALLATION INSTRUCTIONS". 4. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR, MANUFACTURED HOME SHALL BE READJUSTED WHEN DS EXCEEDS 1/4 OR: WHEN IT WILL ADVERSELY AFFECT MOBILE HOME UNIT. 5. CARRY ALL FOOTINGS DOWN TO FIRM, UNDISTURBED SOIL. FOOTINGS ARE DESIGNED FOR 1,000 PSF TOTAL LOAD SOIL PRESSURE, AND SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. COMPACTED SAND MAY BE USED TO FILL LOCAL VOIDS UNDER PADS. 6. STRUCTURAL STEEL: FABRICATED ACCORDING TO AISC SPECIFICATION. WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES -370 PLATES -ASTM A36 BOLTS -SAE GR 5=ASTM A449=ASTM A3725. 7. THE GUS GUARD ASSEMBLIES SHOWN ON THIS PAGE SHALL BE LISTED AND LABELED BY BSK AND ASSOCIATES FOR THE FOLLOWING LOADS: ALLOWABLE LOADS: HORIZONTAL VERTICAL GUS GUARD TUF-1 2200# 6000# GUS GUARD MGP PAD 2200# 6000# GUS GUARD E -Z TIE PAD 2200# 6000# 8. DURING PRELIMINARY INSPECTION, THE ESTIMATOR SHALL ENSURE THATP MOBILE HOME CHASSIS BEAMS ARE OF STANDARD SECTION. 9. EXISTING COACHES MAY BE RETROFITTED TO RESIST SEISMIC FORCES BY INSTALLING GUS GUARD TUF-1 UNITS AS SHOWN ON THIS PAGE OF TYPICAL FOUNDATION PLANS. 10. THE GUS GUARD TUF-1 SYSTEMS ARE SAFE FOR INSTALLATION IN FLOOD PLAIN AREAS WHERE DEPTH OF FLOODING DOES NOT EXCEED THE HEIGHT OF THREE FEET. G 11. MULTIPLE UNIT INSTALLATION IS ACCEPTABLE PROVIDED THE NUMBER OF TUF-1 UNITS UNDER EACH UNIT IS THE SAME AS SHOWN REQUIRED PER EACH UNIT. 12. SINGLE -WIDE UNITS REQUIRE ADDITIONAL RESTRAINT. ' (SEE SHEET #3) ', 13. ALL METAL COMPONENTS AND ATTACHMENTS ITEMS SHALL BE PROTECTIVE COATED. 14 WHEN CONCRETE SLAB IS IN EXISTANCE, PAD IS NOT 16. FOUNDATION BLOCKS 16"x 16"x12" POURED IN PLACE AT GROUND LEVEL MAY BE USED AT INSTALLERS DISCRETION ALTERNATIVE TO PADS. SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES E= 2'MIN. / 8' MAX. E= 2' MIN. / 1 1 ' MAX. S= 6' MIN. /16' MAX. S= 6' MIN. / 22 MAX. VARIES 10'-70' (SEE TABLE ON SHEET #3) —' Ll u u ❑ ❑ u RIDGE BEAM SUPPORT AS REQUIRED BY MANUFACTURER a0 (TYPICAL) ❑ ❑ a 8' NOM. 2' NOM. ❑ PADS IN ANY PAIR MAY BE I STANDARD M.H. FOUNDATION ROTATED 90 DEGREES OR PIERS AS RECOMMENDED BY PVC SERIES OFFSET TO OTHER SIDE TO THE MANUFACTURER OR THE SUPPORT AVOID CLEARANCE PROBLEMS. ENGINEER. TYPICAL THROUGHOUT PAD (TYP) Li Wo. 17918 ` J Earp. OF c REQUIRED. ANCHOR STAND TO CONCRETE SLAB WITH TUF-1. PER MAN E NT FOUR (4) 1/2"x 3 1/2" EXPANSION ANCHORS. FOUNDATION SYSTEM 15. GUS GUARD TUF-1 FOUNDATION SYSTEM PROVIDES ALLOWABLE SNOW LOAD TO 100 PSF WHEN INSTALLED ABESCO-GUS GUARD COMPANY WITH EXISTING STANDARDS REQUIRED BY COACH 5851 FLORIN - PERKINS ROAD MANUFACTURER OR REPLACE THEM ON A ONE TO SACRAMENTO, CA 95823 ONE BASIS. PH: (800) 382-8831 FAX: (916) 383-5207 WA STATE APPROVAL MANUFACTURED HOME/MOB" HOME FOUNDATION SYSTEM HEALTH AND SAFETY CODE. SEC770M 18331 APPROVED SUBJECT TO CORRECTIONS NOTZD APPROVAL DOES NOT AUTHORIZE OR APPROVE ANT OMISSIONS OR DMA77ON FROM REQUIREMENTS Of APPLICABLE STATE LAWS AND R5ONLAT1oN3 _ State of Catifornis Dep t of Honeia�r� 8 and CDw O CODES AND ST 2 BY TB J IF �� ' a � Imo` 7Li►�LrZ�� 2 MIM -11 0 1/2"x 3 1/2" - EXPANSION ANCHOR (4) REQUIRED CONCRETE PAD INSTALLATION CHASSIS FRAME 1/4" GRIPPER PLATE —�\e (2) REQUIRED 1/4" GRIPPER BASE �^ 1/2-13UNC—A307 x 4"� BOLT WITH NUTS (4) REQUIRED 01 1/2" SCH 40 PIPE RISER WITH 01/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO 01/2" ADJUSTER HOLES ABESCO ABS PAD #503 STEEL FRAME —\ 3/4" DIA. x 18" LG. 1/2"x 8" LONG (4) REQUIRED ANCHOR BOLT 3/8" CAD PLATED BOLT, NUT & WASHER (4) REQUIRED COUNTER BORED FLUSH WITH BOTTOM AT 8" O.C. \ (8) REQUIRED �� 1 1IjE ,I I POURED IN PLACE 16x16x12 CONCRETE �1�I FOUNDATION INSTALLATION �I it I, I 1� 1~� � 1 36" MAX TO BOTTOM OF PAD 01/2"x 3" C.R. LOCK PIN WITH i 01/8' BRIDGE PIN J LIGHT HEAVY—WEIGHT PLASTIC PAD INSTALLATION MULTI—HIDE UNPPS SINGLE WME UNPPS LENGTH OF I HOME 1 24 WIDTH OF HOME 26 28 44 UP TOAtoSDA1011 6 8 8 12 44•-1� 8 12 12 18 66'-1' 10 20 1 20 124 LENGTH OF I HOME 1 10 WIDTH OF HOME 12 14 16 UP TO 44• 1 6 1 6 1 6 1 6 44•-1' to 66-1 8 1 8 1 8 1 8 66'-1' to 801 10 1 10 1 10 10 NUMULK OF TUF—i REQUIRED NUMBER OF TUF-1 REQUIRED NOTE: SINGLE WIDE UNITS REQUIRE (4) E—Z TIE PADS. GUS GUARD TUF-1 PIERS ARE TO BE PLACED AT APPROXIMATELY EQUAL INTERVALS ALONG EACH FRAME RAIL 0 ,sso®'! STATE APPROVAL ` MANUFACTURED HOME/MOBTLE HOME @� FOUNDATION SYSTEM �® HEALTH AND SAFETY CODE, SECTION 18531 f APPROVED 1791, � , a SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIONS State of California y D an of Housi and Community Development DES AND STANDARDS TS �aBY�`� �� �� VAQA4,r,PE—LISTING NO. F94249 SHEET 3 of 3 I �FLEETWOiDD, co�R�n' T� L v�•1�v11� � n r. Wind, Zone., I MULTI-.": TI N sl.'4' 4 - C�;' 0 _V '"M' 0 'sed 'Jne'301 2004 A COPY OF THIS MANUAL MUST REMAIN WITH THE HOME FOR REFERENCE BY OCCUPANT ©Copyright 2004 by Fleetwood Enterprises, tnc. NOTE CONSUMER INFORMATION CARDS Keep this manual with your manufactured home. Title VI of the Housing and Community Development Act of 1974 provides you with protection against certain construction and safety hazards in your manufactured home. To help assure your protection, the manufacturer of your manufactured home needs the information which these cards, when completed and mailed, will supply. If you bought your home from a retailer, please by sure that your retailer has completed and mailed a card for you. If you acquired your home from someone who is not a retailer, you should promptly fill out and send a card to the manufacturer. It is important that you keep this manual and give it to any person who buys the manufactured home from you. Index of Supplemental Instructions J H W Q F-. p z t UW O -� a W p W z J Q aW J UN W LL cn O Q W W J — a F - .J W F- W Q H p z UW za OJ Lu (L Hp W z J Q IZ W M J U W LL U) O 4 u W J — a� i O C 3 O i LL O .cc d W J a N H cn m LL -n7FLEE7WOOD. BUSINESS REPLY MAIL _ FIRST-CLASS MAIL PERMIT NO 959 RIVERSIDE CA POSTAGE WILL BE PAID BY ADDRESSEE NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES HOUSING GROUP CUSTOMER SATISFACTION DEPT FLEETWOOD ENTERPRISES INC PO BOX 7638 RIVERSIDE CA 92513-9953 W.Z;:FLEE7WOIOD. BUSINESS REPLY MAIL FIRST-CLASS MAIL PERMIT NO 959 RIVERSIDE CA POSTAGE WILL BE PAID BY ADDRESSEE ---------------------- NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES HOUSING GROUP CUSTOMER SATISFACTION DEPT FLEETWOOD ENTERPRISES INC PO BOX 7638 RIVERSIDE CA 92513-9953 J_ � W a —c FLEE7WOIOD. NO POSTAGE _ m O ; NECESSARY W -2 IF MAILED = IN THE Q II-_ t UNITED STATES p z �W OJ a w J a CL W 2 J UN W LL cn O QW W J � a� BUSINESS REPLY MAIL FIRST-CLASS MAIL PERMIT NO 959 RIVERSIDE CA POSTAGE WILL BE PAID BY ADDRESSEE HOUSING GROUP CUSTOMER SATISFACTION DEPT FLEETWOOD ENTERPRISES INC PO BOX 7638 RIVERSIDE CA 92513-9953 cc z z LU Lu z 3 0 Z. CONSUMER INFORMATION CARD HASERS NAME ESS SOLD BY (RETAILER) ADDRESS CITY STATE ZIP PHONE STATE ZIP LU DATE OF MANUFACTURE: MONTH _ DAY _ YEAR _ PRODUCT NAME: a DATE SOLD LU F NOAL LU z w ¢ INSTALLATION ADDRESS OF MANUFACTURED HOME Thermal Zone ADDRESS WIND ZONE 115 PSF WIND ZONE 111110 MPH -South -20 PSFU. CITY STATE ZIP _S _ M. Middle - 30 PSF DATE OF MANUFACTURE: MONTH DAY YEAR PRODUCT NAME: SERIAL _ PSF _ N - North - 40 PSF Other _ PSF NO. z LU DESIGN WIND ZONE CONSUMER INFORMATION CARD DESIGN ROOF LOAD Thermal Zone LL _ WIND ZONE 1 15 PSF WIND ZONE III 110 MPH _ S - South - 20 PSF 1 ADDRESS ZONE 11 100 MPH OTHER MPH _ M - Middle - 30 PSF -WIND _ _PSF _N - North - 40 PSF_ Other_ PSF - 2 _3 CONSUMER INFORMATION CARD PURCHASERS NAME ADDRESS CITY STATE ZIP PHONE SOLD BY (RETAILER) ADDRESS CITY DATE SOLD STATE ZIP INSTALLATION ADDRESS OF MANUFACTURED HOME ADDRESS CITY STATE ZIP SOLD BY (RETAILER) ADDRESS CITY STATE ZIP DATE SOLD INSTALLATION ADDRESS OF MANUFACTURED HOME ADDRFSS CITY STATE ZIP DATE OF MANUFACTURE: MONTH DAY YEAR PRODUCT NAME: SERIAL NO. z w DESIGN WIND ZONE DESIGN ROOF LOAD Thermal Zone LL _WIND ZONE 115 PSF WIND ZONE III 110 MPH _ S - South - 20 PSF 1 _WIND ZONE 11100 MPH _OTHER MPH _M -Middle -30 PSF PSF _ N - North - 40 PSF - Other _ PSF - 2 -3 DATE OF MANUFACTURE: MONTH _ DAY _ YEAR _ PRODUCT NAME: SERI F NOAL z w DESIGN WIND ZONE DESIGN ROOF LOAD Thermal Zone 6_ WIND ZONE 115 PSF WIND ZONE 111110 MPH -South -20 PSFU. WIND ZONE 11 100 MPH _ OTHER MPH _S _ M. Middle - 30 PSF 1 _ _ PSF _ N - North - 40 PSF Other _ PSF - 2 -3 CONSUMER INFORMATION CARD PURCHASERS NAME ADDRESS CITY STATE ZIP PHONE Y SOLD BY (RETAILER) ADDRESS CITY STATE ZIP DATE SOLD INSTALLATION ADDRESS OF MANUFACTURED HOME ADDRFSS CITY STATE ZIP DATE OF MANUFACTURE: MONTH DAY YEAR PRODUCT NAME: SERIAL NO. z w DESIGN WIND ZONE DESIGN ROOF LOAD Thermal Zone LL _WIND ZONE 115 PSF WIND ZONE III 110 MPH _ S - South - 20 PSF 1 _WIND ZONE 11100 MPH _OTHER MPH _M -Middle -30 PSF PSF _ N - North - 40 PSF - Other _ PSF - 2 -3 TABLE OF CONTENTS Foreword Chapter 1 - Introduction Introduction, Before You Begin, Zone Maps, Material Specifications Chapter 2 - Definitions Chapter 3 - Site Preparation Zones, Site Grading, Vegetation Control, Soil Bearing Capacity Chapter 4 - Foundation Footing Pads & Piers, Concrete & Metal Piers, Perimeter Piers, Pier & Tiedown Spacing, Pre -Poured Footings, Mating Line Piers, Piering for Porches & Decks APPROVED PFS Corporation Madison WI - 9 6/8/04 HUD Manufactured Home Construction & .Safety Standard Chapter 5 - Installation Procedure Positioning & Leveling Home, Floor & Roof Connections, Ground Anchors & Straps, Crossover Connections (plumbing, drain, gas, heat duct, electrical), Bottom Board Repair, Unfinished Gypsum, -Multi -Wide Close Up Chapter 6 - Installation of Optional Features Interior & Exterior Lights, Ceiling Fans, Telephones, Awnings -Deck -Carport -Patio Covers, Skirting, Pipe Heating Cable, Windows & Door, Axles Chapter 7 - Preparation of Appliances Dryer Vent, Air. Conditioning, Furnace, Fireplace, Range/Cook Top/Oven, Water Heater, Kitchen Sink, Bath Tub, Shower Chapter 8 - Utility System Connection and Testing Electrical Connection, Grounding, Water Connection, Utility Service Test, Gas' Test, Water Test, Electrical Test, Drain Test The division of topics shown above conforms to NCSBCS/ANSI A225.1 - 94 II 1 7 9. 11 39 59 63 65 FOREWORD TO THE HOMEOWNER: Thank you for purchasing a Fleetwood 'manufactured home. This installation manual contains instructions that must be followed for the proper installation of your home. We strongly recommend you review the entire manual. WARNING INSTALLATION OF YOUR MANUFACTURED HOME SHOULD BE PERFORMED BY PROFESSIONAL CONTRACTORS WHO HAVE BEEN TRAINED IN SETUP AND INSTALLATION SKILLS. LAYPERSONS UNFAMILIAR WITH THESE SKILLS WHO ATTEMPT INSTALLATION COULD CAUSE PERSONAL INJURY TO THEMSELVES AND OTHERS, AND/OR DAMAGE TO THE HOME. FAILURE TO FOLLOW THE INSTRUCTIONS IN THIS MANUAL MAY AFFECT YOUR WARRANTY COVERAGE. Fleetwood manufactures and warrants this home to be in compliance with the Federal Manufactured Home Construction and Safety Standards in effect at the time of production. For warranty information see the Fleetwood Home Owner's Guide.. To maintain an effective warranty, the home must be installed in. accordance with the instructions in this manual. This home is specifically designed to withstand certain structural, wind, and climate zones. When properly installed and prepared for the prevailing weather conditions at the chosen site, the home will provide a satisfactory and comfortable residence. The home manufacturer is not responsible for the integrity of the home in conditions more rigorous than those for which it is designed. Nor is the home manufacturer responsible for damage caused by failure to adequately prepare the home for extreme temperatures or other climate conditions that may be encountered. ITEMS REQUIRING YOUR SPECIFIC ATTENTION: Carefully review the information provided on the following pages prior to installing your home. SITE PREPARATION - Page 9. Provides specific information necessary to prepare the site where your home will be located. Please note the information regarding water drainage and ground barrier. FOOTING PADS - Page 13 & 14. In areas where the ground is subject to freezing, footing pads must extend below the frost line established by local jurisdictions. INSTALLATION OF OPTIONAL FEATURES - Page 59. Review this information prior to the installation of items such as carport, deck, skirting, telephone wiring or television cable. CLOTHES DRYER VENTING - Page 63. Access for a dryer vent has been provided in the utility area or room. To aid in preventing condensation problems, the dryer vent duct must terminate outside the perimeter of the home. MAIN PANEL BOX ELECTRICAL CONNECTIONS - Page 65. Carefully review this entire page to insure that the electrical service is properly connected. WARNING: A 4 -wire feeder system is mandatory. You must have a ground wire connection from the service entrance to the ground bar in the panel box. FOREWORD (Cont'd.) This home is'designed to be moved by a specially -equipped truck/tractor. The home, may be damaged and the warranty; voided if the home is moved, supported or lifted with equipment other than that specifically designed for this purpose. �. The drawings and data contained in these instructions a're intended to be representative of . the product. Design and specifications are subject to change without prior notice. Should you or the installer have any questions or desire further clarification, please contact your retailer. If the retailer is unable to provide the necessary information, contact the service center. Marginal Markings Vertical lines in the. margin indicate and addition or a revision from the previous edition of this manual. Arrows in the margin indicate a portion that has been deleted since the previous edition of this manual. CHAPTER 1 INTRODUCTION AS YOU ARE READING THIS MANUAL, TAKE PARTICULAR NOTICE OF ITEMS THAT ARE WRITTEN IN A BOLD TEXT, OR SECTIONS THAT ARE PRECEDED BY THE FOLLOWING WORDS: WARNING - MEANS THAT THERE IS THE POSSIBILITY OF PERSONAL INJURY TO YOURSELF AND OTHERS. CAUTION - MEANS THAT THERE IS THE POSSIBILITY OF PHYSICAL DAMAGE TO THE HOME OR ITS COMPONENTS. NOTE - INDICATES TOPICS OF PARTICULAR INTEREST. WARNING THIS MANUAL GIVES INSTRUCTIONS FOR THE SAFE INSTALLATION OF A MANUFACTURED HOME. UNIQUE CONDITIONS AT A SPECIFIC INSTALLATION SITE CAN CAUSE SPECIAL PROBLEMS AND REQUIRE PARTICULAR SAFETY PRECAUTIONS. THE INDIVIDUAL SUPERVISING THE INSTALLATION MUST BE EXPERIENCED IN HOME INSTALLATION PROCEDURES IN ORDER TO EVALUATE THE SAFETY IMPLICATIONS OF SUCH MATTERS AS: SOILS, SLOPE, MOISTURE CONDITIONS, INSTALLATION EQUIPMENT, SIZE AND WEIGHT OF THE HOME, ETC. IT IS ESSENTIAL TO PERFORM THE INSTALLATION CORRECTLY AND TO MAINTAIN SAFE WORKING CONDITIONS. WARNING THIS HOME WEIGHS SEVERAL TONS! ADEQUATE SUPPORT BLOCKING MUST BE USED TO SAFEGUARD PERSONNEL AND THE STRUCTURE DURING ALL INSTALLATION PROCEDURES. PERSONNEL SHOULD NOT BE PERMITTED TO WORK UNDER THE HOME WHERE INJURY MIGHT RESULT SHOULD THE HOME ACCIDENTALLY SLIP DURING THE INSTALLATION PROCESS. Before beginning to install the home, check with local regulatory agencies for codes or regulations which may affect procedures in this manual and entries on the Compliance Certificate. Only qualified service personnel should be allowed to test the various utility systems and the connection of these systems to the on-site services. The laws of some jurisdictions may require that the service personnel possess a license. This manual depicts the most widely used method of supporting manufactured homes. Other methods which provide equal support at the same locations may be acceptable provided they do not stress the structure or cause distortion to the structure during installation. Also, other products and/or material equal to or better than those indicated may be used. The home is designed to be supported by individual piers and anchored with tiedown straps. These are collectively referred to as the support and anchoring systems. Multiple Section Installation Manual for WZ-1 t '�'—ALEE7WOW. Page 1 Copyright ®2004 by Fleetwood Enterprises Inc. INTRODUCTION (Cont'd.) Consult the service center.before using a support system which does not directly support the main beams and mating line as this may result in damage to the home. The support system must resist vertical loads from the weight of the home plus temporary extra roof loading (i.e. snow), as well as resisting side loads imposed by wind forces. Consult the Compliance Certificate for design data describing the roof and wind load resistance Determine the appropriate support system for local site and wind exposure conditions. On certain pages of this manual, you will see the seal of a professional engineer. Federal guidelines only require.the seal from one state to be displayed, but the details herein apply; to all of the United States. Should you have any questions or desire further clarification, please contact the retailer or the regional service center. (See Chapter 2) Multiple Section Installation Manual for WZ-1 `OV FLEEM0.O o Page 2 Copyright 0 2004 by Fleetwood Enterprises Inc. BEFORE YOU BEGIN...... Carefully review the documents behind the flap in the back of this manual prior to installation of this home. 1. COMPLIANCE CERTIFICATE: The Compliance Certificate can be found either on a wall in the master bedroom closet or on a door under the kitchen sink. A copy of the Certificate is included in this manual so you can reference the structural, roof load, thermal, and wind designs. 2. FLOOR PLAN: This document is the approved floor plan of the home and includes information regarding minimum pier capacities for mating line piers, pertinent electrical information, and detailed structural requirements required by the Federal Manufactured Home Construction and Safety Standards. 3. UTILITY SCHEMATICS: These documents are the approved utility schematics and show the configuration of the different utility systems in the home -=water, drain, and gas. The drain schematic will indicate any portions of the drain system that require site installation for final assembly. Field assembly is necessary for any "shipped loose" system parts that are indicated by an asterisk (*). 4. INSTALLATION MANUAL SUPPLEMENTS: Supplemental pages may be included with this manual outlining special features in the home that are not covered in the manual or that differ from details in the manual. 5. DESIGN ZONE MAPS: The Design Zone Maps for roof loads, heat and cooling, and structural wind zones are shown on page 4 of the manual. Review these maps and the information on the Compliance Certificate to determine if the home site location is within the acceptable boundaries. The boundaries for structural Wind Zones II and III have been listed by state and county to further clarify Wind Zone boundries. 6. WIND ZONES: Wind zone listings are also found on page 4 of the manual. 7. ROOF LOAD a) The roof load for which a home is labeled is a maximum. For example: A home labeled for 40 psf live load (L.L.) may be installed at any roof load not exceeding 40 psf. b) Homes labeled for roof L.L. over 20 psf that are installed in the 20 psf zone may omit the perimeter piering requirement. Multiple Section Installation Manual for WZ-1 � `N@V!FLEETW000. Page 3 . Copyright 02004 by Fleetwood Enterprises Inc. ZONE MAPS OF THE UNITED STATES NORTH MA RI CT NJ DE MD n SOUTH DESIGN ROOF LOADS NORTH ❑ SOUTH 20 PSF NOTE: O MIDDLE 30 PSF Hawaii, Puerto Rico and Virgin NORTH 40 PSF Islands are South Zone STRUCTURAL ROOF DESIGN MAP " WA OR ID NV UT CA N MT D MN SD (WI WY NE IA CO KS AZ I NM n OK IL IN "' W' MO KY TN AR MS AL GA �— ZONE 3 NH M ZONE II NY PATCT NJ ZONE TX IA L AK �® ZONE II A ZONE III HI (TYPICAL) ZONE III WIND ZONE II (100 MPH) The following local govemments listed by state (counties / parishes, unless specified otherwise) are within Wind Zone'II: Alabama North Carolina Baldwin Mobile Beaufort New Hanover Florida Brunswick Onslow All counties except those identified as Camden Pamlico being within Wind Zone III Chowan Columbus Pasquotank Pender Georgia Craven Perquimans Bryan Glynn Currituck Tyrrell Camden Liberty Jones Washington Chatham McIntosh South Carolina Lousiana Beaufort Georgetown Acadia Allen Livingston Pointe Berkeley Horry Coupee Charleston Jasper Ascension St. Helena Colleton Williamsburg Assumption St. James Dorchester Calcasieu St. John the Baptist Cameron St. Landry Texas East Baton Rouge St. Martin Arkansas Kleberg East Feliciana St. Tammany Brazoria Matagorda Evangeline Tangipahoa Calhoun Nueces Iberia Vermillion Cameron Orange Iberville Washington Chambers Refugio Jefferson Davis LaFayette West Baton Rouge West Feliciana Galveston San Patricio Jefferson Willacy Maine Kenedy Hancock Washington Massachusetts Virginia - The cities of. Barnstable Nantucket Chesapeake Princess Anne Bristol Plymouth Norfolk Virginia Beach Dukes Portsmouth Mississippi George Jackson Hancock Pearl River Harrison Stone ZONE 3 RI CT NJ DE MD tkojk z a ZONE 1 ZONE 2 ZONE 3 HEATING & COOLING DESIGN MAP (Uo VALUE ZONES) Wind Zone I consists of those areas of the United States and its territories that are not identified as being in Wind Zone II or III. (Wind Zone I has no equivalent MPH rating) ZONE I ZONE II ZONE III STRUCTURAL WIND ZONE DESIGN MAP WIND ZONE III (110 MPH) The following local governments listed by State (counties / parishes, unless specified otherwise) are within Wind Zone III: Florida Broward Lee Charlotte Martin Collier Manatee Dade Monroe Franklin Palm Beach Gulf Pinellas Hendry Sarasota Louisiana Jefferson St. Bernard La Fourche St Charles Orleans St. Mary Plaquemines Terrebonne North Carolina Carteret Dare Hyde The following states and territories are within Wind Zone III: State of Hawaii Alaska, coastal regions between the 90 mph isotach on ASCE 7-88 wind map and the coast U.S. Territories: America Samoa Guam Northern Mariana Islands Puerto Rico Trust Territory of Pacific Islands U.S. Virgin Islands Multiple Section Installation Manual for WZ-1 V.2F FLEEMOODe Page 4 Copyright© 2004 by Fleetwood Enterprises Inc. SPECIFICATIONS FOR INSTALLER SUPPLIED MATERIALS MATERIAL SPECIFICATIONS PIERS: COMMERCIAL METAL PIER .................. Available in various heights and base widths listed and stamped with maximum load capacity. CONCRETE BLOCK ...:...................% Hollow load bearing concrete masonry blocks conforming to ASTM Designation C90, Grade N. Nominal 8" x 8" x 16". Minimum 8,000 lbs. capacity -(Not considering footings). FOOTING PADS AND RUNNER: CONCRETE ............................... Nominal 4" pre -cast concrete without reinforcement with a 28 day compressive strength at least 3,000 PSI. PLYWOOD ............................... 2 pieces nominal 3/4" (23/32" actual) plywood (APA Rated Sheathing, Exposure 1, PS 1) pressure treated for soil contact in accordance with AWPB-FDN or AWPA C-9. WOOD ................................... Nominal 2 x 12 x 24" minimum pressure treated lumber #2 grade any wood specie. (AWPA C2 treatment or equivalent) A single wood pad with 3,000 or higher PSF soil capacity must be minimum #2 Doug -Fir Larch or #2 Southern Pine with minimum 12" base metal pier or 8" x 8" x 16" concrete blocks. PLASTIC .......................... . ...... Available in various base sizes — listed with maximum load capacity. OPTIONAL CONCRETE RUNNERS ........... Nominal 6" reinforced concrete. CAPS AND WEDGES: WOOD WEDGES .......................... 3 1/2" min. width x 8" min. length x 1 1/2" max. thickness (may be untreated) PLASTIC ............................•.... Available in various sizes -- listed with maximum load capacity. CONCRETE CAP BLOCK .................. Nominal 2", 3", or 4" x 8" x 16" pre -cast concrete without reinforcement. WOOD CAP BLOCK ...................... Nominal 2 x 8 x 16" lumber (may be untreated). TIEDOWN STRAPS AND GROUND ANCHORS: a• Main beam diagonal straps. Min. 1 1/4" x 0.035" zinc coated (0.30 oz. per sq. ft.) steel strapping b. Supplemental straps. conforming to ASTM D3953, Type 1, Grade 1, Finish B with a minimum working load capacity of 3150 lbs and a minimum total load capacity of 4725 lbs. Slit or cut edges of zinc coated strapping do not need to be zinc coated. c. Ground anchors for all tiedown 1). Ground anchors should be capable of resisting a minimum total straps. May be fabricated from load capacity of 4725 lbs. and a working load capacity of 3150 lbs. steel rod, cable or other similar minimum. material. 2). The resistance capability of anchors and anchoring equipment should be certified by a professional engineer, architect or a nationally recognized testing laboratory. This is based on the maximum angle of diagonal tie and/or vertical tie loading the angle of anchor installation, and the type of soil in which the anchor is to be installed. The tiedown straps should be certified in accordance with testing procedures in ASTM Standard Specification D3953-91, Standard Specification for Strapping, Flat Steel and Seals. Multiple Section Installation Manual for WZ-1 � FLEETWOW. . Page 5 Copyright 02004 by Fleetwood Enterprises Inc. Multiple Section Installation Manual for WZ-1 Nv FLEETWOOD, Page 6 Copyright ®2004 by Fleetwood Enterprises Inc.. n CHAPTER 2 DEFINITIONS ANCHORS - Part of the anchoring system installed in the ground around the perimeter of the home. ANCHORING SYSTEM - A combination of ground anchors and tiedown straps designed to resist wind forces. See Chapter 5. BOTTOM BOARD - Fastened to the underside of the home is a special covering designed to protect against the entry of rodents and moisture as well as to isolate the floor cavity from outside air. This covering was inspected before the home left the . manufacturing facility. Any areas damaged or torn during transportation or installation must be resealed. CROSSOVERS - Multi -section homes have utility connections that are located under the home where the two halves are joined. Crossover connections include heat ducting, electrical circuits, water pipes, drain plumbing and gas lines. Note: Not all homes have water, drain or gas crossovers. FOOTING PADS - Part of the support system located at or below ground level. Piers are placed on footing pads, which are made from concrete, treated lumber, or plastic. PIERS - Part of the support system installed on footing pads under the main beams or perimeter of the home. Piers are completed with cap blocks and wood wedges. Piers are made from concrete blocks, steel or concrete stands. SUPPORT POSTS - Structurally designed posts at each end and at various locations down the mating line of a multi section home. Footing pads and piers are required at these locations. SUPPORT SYSTEM - A combination of footings, piers, caps and wedges placed beneath the home to provide support. See Chapter 4. TIEDOWN STRAP - Part of the anchoring system consisting of steel straps that connect the home.to the anchors. Multiple Section Installation Manual for WZ-1 'Z7� FLEE7 000., Page 7 Copyright 0 2004 by Fleetwood Enterprises Inc. 1-d If you have any questions concerning definitions, terminology or other related installation issues, please contact the Regional Service Centerlocated nearest you. Regional Service Centers: Western Region 877-322-2412 Central Region 877-538-8576 Eastern Region 866723179586 Riverside, CA Waco, TX Douglas, GA Multiple Section Installation Manual for WZ-1 —FLEE7woOD. Page 8 Copyright ®2004 by Fleetwood Enterprises Inc. " CHAPTER 3 SITE PREPARATION - CAUTION WHERE YOU LOCATE YOUR HOME IS EXTREMELY IMPORTANT. CAREFULLY REVIEW THE FOLLOWING ITEMS BEFORE CHOOSING A LOCATION. STRUCTURAL, WIND AND CLIMATIC ZONES Refer to a copy of the Compliance Certificate for this home and zone maps to determine that the home's location is within the specified zones and boundries. WATER DRAINAGE AND SITE GRADING Make sure the home site is properly graded and sloped to prevent water and moisture from collecting under the home. Rain and irrigation water must not be allowed to flow under the home. If the home is set over a crawl space or a basement provide water drainage away from the underside of the home. Locate the home an adequate distance from streams and rivers. If the home is placed on any fill material, such material should be clean and properly compacted before any pads or footings are located. Controlling the water and moisture under your home will greatly improve the stability of the footings and piers that support the home. CAUTION CONTINUOUS STANDING WATER UNDER THE HOME CAN RESULT IN CONDENSATION PROBLEMS AND AFFECT THE HOME'S WARRANTY. EXCESSIVE WATER IN THE SOIL UNDER THE HOME WILL ALSO AFFECT THE COMFORT LEVEL IN YOUR HOME AND CAUSE DETERIORATION. DO crown and grade site to slope away from the home. O I O DO NOT grade site or set the home so that water collects beneath the home. GROUND MOISTURE BARRIER Ground moisture -vapor retarder is not required for this home and should not be used to correct poor drainage from under the home. Retarder, if used, should only be used in addition to proper grading and drainage described above. Home sites shall be prepared so that there will be no depressions in which surface water shall accumulate beneath the home. The area of the site covered by the manufactured home shall be graded, sloped or mechanically designed so as to provide drainage from beneath the home. ELEVATION Natural drainage should be diverted around the home. PLAN VIEW Multiple Section Installation Manual for WZ-1 4PZ:—FLEE71 OM. Page 9 Copyright 02004 by Fleetwood Enterprises Inc. ' 10' MIN.' F-1 a MIN. SLOPE: 1/2" PER FOOT Home sites shall be prepared so that there will be no depressions in which surface water shall accumulate beneath the home. The area of the site covered by the manufactured home shall be graded, sloped or mechanically designed so as to provide drainage from beneath the home. ELEVATION Natural drainage should be diverted around the home. PLAN VIEW Multiple Section Installation Manual for WZ-1 4PZ:—FLEE71 OM. Page 9 Copyright 02004 by Fleetwood Enterprises Inc. ' N,. SITE PREPARATION (cont'd.) VEGETATION CONTROL Cut back low hanging tree branches, bushes and other vegetation and debris which could scrape walls and roof when the home is installed. Consider future growthand possible swaying movement of branches in projected wind, snow or ice conditions. Remove all thick, lawn -type vegetation, tall grasses and brush from under the home site. This will make it easier to place footings and piers. Any debris that could become termite infested should be removed completely from the home site and surrounding area. UTILITY LOCATIONS' Review the location of utility inlets. for water, gas and electricity and the outlet for the sewer connection.. Evaluate the site location for any provided utility connections and determine there are no obstructions to making these connections to the home. SOIL BEARING VALUES Many local building jurisdictions have soil -bearing values available in pounds per square foot (psf). To ensure the home footing sizes and piers are adequate to support the home, you must obtain the following information: (1) soils investigation and analysis of the site, (2) compliance with the local building code, or (3) competent opinion by a local registered professional engineer or building official. If none of this information is available, use the procedure shown below to determine the soil -bearing capacity. If the procedure below is not used,, all footing sizes and piers shall be determined by the 1000pounds per square foot soil capacity columns as indicated in Chapter 4. PROCEDURE TO DETERMINE THE SOIL BEARING CAPACITY The following method is suggested for determining the allowable soil bearing capacity to be used in the sizing of footings. Such a method is only an approximation, and the results should be properly interpreted. . 1. Obtain a pocket penetrometer.. May be obtained by contacting Manufactured Housing Resources, PO Box 9 Nassau, DE 19969, 1-302-645-5552. 2. Test an area adjacent to, or within 10 feet of, the perimeter of the home. 3. Dig down to undisturbed soil a minimum of 4 inches. Uncover an area of at least one square foot. 4. Using the pocket penetrometer, take at least seven readings. 5. Take an average of the middle five readings, disregarding the highest and the lowest readings. Round this average down to the nearest soil bearing value. Use this value for determining minimum footing sizes. 6. Drive a wooden stake beside the test area in the event an inspector desires to verify the results. CAUTION MOST SOIL PENETROMETERS READ IN TSF (TONS PER FOOT) NOT PSF (POUNDS PER FOOT). 1 TSF = 2000 PSF CAUTION IF THERE IS ANY EVIDENCE THAT THE SOILS UNDER THE HOME ARE OF THE EXPANSIVE TYPE (SUCH AS A DRY CLAY THAT SWELLS WHEN WATER IS APPLIED), SPECIAL ANALYSIS WILL BE REQUIRED. CONTACT A LOCAL ENGINEER FOR ADDITIONAL GUIDANCE. NOTE DEPENDING ON THE SITE LOCATION, YOU MAY WANT TO APPROXIMATELY LOCATE FOOTING PADS, PIER BLOCKS OR STANDS, ANCHORS AND TIEDO.WN STRAPS THAT MIGHT BE DIFFICULT TO PLACE AFTER THE SECTIONS OF THE HOME ARE IN THEIR FINAL POSITION. Multiple Section Installation Manual for WZ-1 c FLEE7IN000. Page 10 Copyright 02004 by Fleetwood Enterprises Inc. CHAPTER 4 FOUNDATION FOOTING PADS AND PIERS FOOTING PADS Footings are required under each pier to distribute the home load to the ground. The size of the footing is determined by the allowable soil bearing pressure and load each pier has to carry. The details in this section provide the available configurations for concrete block and metal piers. Footing sizes and materials other than those shown in this manual (including plywood or plastic) may be used as long as the area of the footing is appropriate for the pier load and allowable soil bearing value at the site. Plywood pads must be two pieces each 3/4" min. thickness and used in similar configurations to 2 x 12 x 24" wood pads. (i.e., 2 pieces of 3/4" x 12 x 24 equals one piece of 2 x 12 x 24). ABS Plastic pads of equivalent bearing area are acceptable substitutions when used according to the pad manufacturer's instructions. Check with local building authorities for home installation requirements due to ground conditions. In areas where the ground is subject to freezing, the footing pads must extend below the frost line established by local jurisdiction. See pages 13 and 14 for frost line information. PIERS The piers used must be strong enough to transmit the vertical load (including the weight of the home, its furnishings, and temporary roof loading) to the foundation surface below. Pier spacings other than those shown in this manual may also be used as long as spacing does not exceed the maximum pier spacing shown. Pier designs and heights shown in this manual can be used on flat or sloping ground. OPTIONAL POURED CONCRETE RUNNERS Concrete runners full-length or transverse of the home may be considered as an alternate pier support system to individual concrete or wood footings. Common full-length concrete runners are shown below. When using transverse runners, they should extend from sidewall to sidewall at the spacing shown in the diagram. Provide additional poured runners at the mating line for piers at the ridge beam support post locations. Before these methods are used, be sure they are adequate for the site location and permitted by the applicable local code. The size and spacing of reinforcing bar must be designed by others. To determine pier spacing for concrete runner use the pages for "Pre -Poured Concrete Footings" elsewhere in this manual. Example: for 20" wide concrete runners, use pier spacing for 20" x 20" footings. WIDTH DETERMINED BY REINFORCED POURED SECTION WIDTH AND MAIN CONCRETE (TYPICAL) BEAM SPACING (TYPICAL) 3 POUR RUNNERS NOTE: INSTALLATIONS PROPOSING DIFFERENT DETAILED SPECIFICATIONS (SUCH AS BLOCK SIZE OR LOADS) SHOULD BE JUSTIFIED BY ENGINEERING DATA, DETAILS, PLANS AND/OR TEST DATA MUST BE SUBMITTED TO THE LOCAL ENFORCEMENT AGENCY FOR APROVAL. ALTERNATE FOUNDATION DESIGNS WHICH ARE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT MAY BE USED INSTEAD OF DETAILS SHOWN HEREIN WHEN APPROVED BY LOCAL AGENCIES. Multiple Section Installation Manual for WZ-1 � FLEE7NOW. Page 11 Copyright 02004 by Fleetwood Enterprises Inc. RUNNER OR 20" MIN. INDIVIDUAL PADS TYPICAL EACH MIN. 6" THICK RUNNER REINFORCED POURED (TYPICAL) CONCRETE (TYPICAL) 4 POUR RUNNERS WIDTH DETERMINED BY REINFORCED POURED SECTION WIDTH AND MAIN CONCRETE (TYPICAL) BEAM SPACING (TYPICAL) 3 POUR RUNNERS NOTE: INSTALLATIONS PROPOSING DIFFERENT DETAILED SPECIFICATIONS (SUCH AS BLOCK SIZE OR LOADS) SHOULD BE JUSTIFIED BY ENGINEERING DATA, DETAILS, PLANS AND/OR TEST DATA MUST BE SUBMITTED TO THE LOCAL ENFORCEMENT AGENCY FOR APROVAL. ALTERNATE FOUNDATION DESIGNS WHICH ARE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT MAY BE USED INSTEAD OF DETAILS SHOWN HEREIN WHEN APPROVED BY LOCAL AGENCIES. Multiple Section Installation Manual for WZ-1 � FLEE7NOW. Page 11 Copyright 02004 by Fleetwood Enterprises Inc. 0 PIER LOCATION ELEVATIONS RECESSED ` ENTRY POS sa I OVER 42" TO 72" MAX. m RECESSED ENTRY AREA MAY AT RANDOM LOCATIONS --- ALONG SIDEWALL ALL SIDEWALL DOORS —LJ ALL UNDER POST AT PORCH OR RECESSED REQUIRE PERIMETER PIERS UNDER EACH JAMB SEEA`�PIERDER ENTRY JNOTE C FIREPLACE IN FACTORY INSTALLED LABELED G-2 SHEARWALL FLOOR OVERHANG STRAP. NUMBER OF STRAPS ON HOME WILL VARY. HOME MAY NOT HAVE ANY SUCH NOTES: PERIMETER PIERS STRAPS ON THE EXTERIOR WALL. A) See pages 15 and 16 for minimum footing requirements for labeled perimeter piers and labeled G-2 shearwall strap. B) The perimeter piers shown above are not required if full perimeter piering is part of the home support and the location of the perimeter piers are within 1 foot of the indicated locations. Exception: A perimeter pier must be installed at a labeled G-2 strap location, Perimeter piering charts may also be used for permanent foundations. C) Sidewall windows, 30" or greater in width, in.combinations of three or more require piers under each jamb and center stud. Sidewall windows, 60" or greater in width, in combinations of two or more require piers under each jamb and center stud. Sidewall windows, 72" or greater in width, used singly or in combination, require piers under each jamb (and center stud, if applicable). As an alternate to these requirements, a 4 x 4 beam may be used with perimeter pier spans not exceeding 8'-0". m B H[FLOOR BOTTOM OFB 8MAIN BEAM — LINE l, L—PIERS REQUIRED ON CENTER SPACING A� 1'-0" MAX.' 1'-0" MAX." MAIN BEAM PIERS • SEE EXCEPTION ON PAGES 18-21 RIDGE BEAM RIDGE BEAM SUPPORT POSTS TYPICAL NOTE See floor plan for minimum pier loads required for each support post. A pier tag is located at each support post location. MULTI WIDE SECTION MATING LINE RIDGE BEAM SUPPORT POST PIERS Multiple Section Installation Manual for WZ-1 '9� FLEETWOOD,_ Page 12 Copyright 02004 by Fteetwvod Enterprises Inc. FOUNDATION FOOTINGS WITH CONCRETE BLOCK PIERS Double concrete block piers may be used on any pad that covers at least 16" x 16". All piers shall be placed in the center of the footing configuration. TRIPLE DOUBLE PAD FOOTINGS ("DOUBLE PAD" CAPACITY MULTIPLIED BY 3) r< ? 16" �Y 16" SINGLE PAD FOOTING DOUBLE PAD FOOTING TWO DOUBLE PAD FOOTINGS FOOTINGS DISTRIBUTING PAD FOR SUPPORT 16" X 16" X 4" CONCRETE PAD FOOTINGS 8x16x4" concrete pads may not be used alone. They must be used in configurations of at least two pads. F ;T� ,' 8� ' 16" DOUBLE PAD FOOTING Fes? Y J J ? , J. 45T DOUBLE TRIPLE PAD FOOTINGS ("TRIPLE PAD" CAPACITY MULTIPLIED BY 2' WO DOUBLE PAD FOOTINGS 8" X 16" X 4" CONCRETE PAD FOOTINGS i� Y J y TRIPLE PAD FOOTINGS 12 `Y 1 J 24" y SINGLE PAD 11 1/4" FOOTING FROST LINE DEPTH AS ESTABLISHED BY LOCAL JURISDICTION R ,,r , DOUBLE PAD FOOTING �4'� LOAD DISTRIBUTING PAD FOR Y SUPPORT ! J TRIPLE PAD FOOTING , 2 X 12 X 24" WOOD PAD FOOTINGS DOUBLE TRIPLE PAD FOOTING ("TRIPLE PAD" CAPACITY MULTIPLIED BY 2) FOOTINGS AND FROST LINES In areas where the ground is subject to freezing, frost heaving can lead to unleveling and potential damage to the home. Follow these details in areas where the ground is subject to freezing. TYPICAL PIER BOTTOM OF FOOTING PAD LOCATED AT FROST LINE 6" MIN. TYPICAL PIER 3 PAD WHEN FROST LINE IS NOT OR CANNOT BE ESTABLISHED, BACK FILL WITH ANY CLEAN GRANULAR SAND AND COMPACT FOR FIRM SUPPORT OF FOOTING. Multiple Section Installation Manual for WZ-1 'c FLEETW000. Page 13 Copyright 0 2004 by Fleetwood Enterprises Inc. FOUNDATION FOOTINGS WITH COMMERCIAL 'METAL PIERS All piers shall be placed in the center of the footing configuration. DOUBLE PAD FOOTING \Y/ TWO DOUBLE PAD FOOTINGS LOAD DISTRIBUTING PAD FOR SUPPORT 16" X 16" X 4" CONCRETE PAD FOOTINGS slnlr,LE PAD )CITING /4" DOUBLE TRIPLE R FOOTINGS ("TRIPLE CAPACITY MULTIPLIES FROST LINE DEPTH AS ESTABLISHED BY LOCAL JURISDICTION SINGLE PAD FOOTING III 16"y 16 2 X 12 X 24" WOOD PAD FOOTINGS FOOTINGS AND FROST LINES In areas where the ground is subject to freezing, frost heaving can lead to unleveling and potential damage to the home. Follow these details b' f LE PAD )TING RIBUTING JPPORT In.areas w ere a groun Is su /ect to reezing. TYPICAL PIER TYPICAL PIER BOTTOM OF FOOTING PAD FOOTING PAD LOCATED AT FROST LINE 6" MIN. �i _. . WHEN FROST LINE IS NOT OR .CANNOT BE ESTABLISHED, BACK FILL WITH ANY CLEAN GRANULAR SAND AND I W7 COMPACT FOR FIRM SUPPORT OF FOOTING. v Multiple Section Installation Manual for WZ-1 'WZ;—FLEE7W000 Page 14. Copyright 02004 by Fleetwood Enterprises Inc. CONCRETE BLOCK PIERS 8",X 16" HOLLOW CONCRETE MASONRY- BLOCKS (NO MORTAR OR GROUT REQUIRED) WOOD WEDGES MUST BE USED IN PAIRS TO FORM LEVEL SURFACE. 36" MAX. HEIGHT (SEE / NOTES 2 8 3) CAP BLOCK(S) J CAP BLOCKS OF VARIABLE THICKNESS MAY BE USED IN COMBINATION WITH EACH OTHER F /A ALONG WITH MINIMUM 1" WOOD / i' WEDGES UP TO A MAXIMUM ` HEIGHT OF 8". SINGLE BLOCK PIER 8,000 LBS MAXIMUM CAPACITY NOTES: 1. PIER CAPACITY MUST BE THE SAME AS OR GREATER THAN THE FOOTING CAPACITIES ON PAGE 32. 2. MIN. PIER HEIGHT IS 8" FROM GROUND TO BOTTOM OF MAIN BEAM PROVIDED ALL OTHER CLEARANCES ARE MET. (HEATING DUCTS AND DRAIN PLUMBING). MAIN \ f BEAM o WOOD WEDGES \oma\to.c��� CAP BLOCK / SINGLE BLOCK PIER PERPENDICULAR TO MAIN BEAM 1. - 80" MAX. HEIGHT. / K DOUBLE BLOCK PIER 16,000 LBS MAXIMUM CAPACITY 3. SINGLE STACK BLOCKS MAYBE 48" MAX. HEIGHT WHEN USED FOR EITHER PERIMETER PIERS OR MATING LINE PIERS. 4. CONCRETE BLOCK MAY BE USED IN COMBINATION WITH COMMERCIAL METAL PIERS. MAIN BEAM PIERS MAIN - BEAM. CAP BLOCK PERIMETER PIERS WOOD o�\\ WEDGES 2. NO STABILIZER PLATE IS REQUIRED FOR GROUND ANCHOR AT o� LABELED G -STRAP ALONG PERIMETER. THE FLOOR RIM PLATE. DOUBLE BLOCK PIER NOTES: 1. PIER MAYBE OFFSET UP TO 6" MAX. EACH SIDE OF STRAP TO MISS 2. NO STABILIZER PLATE IS REQUIRED FOR GROUND ANCHOR AT FRAME OBSTRUCTIONS AS LONG AS THE PIER STILL SUPPORTS LABELED G -STRAP ALONG PERIMETER. THE FLOOR RIM PLATE. 3. A LABELED G-2 STRAP NEED'ONLY ATTACH TO A SINGLE GROUND ANCHOR. 4X4OR2-2X4'4P=ING EXTERIOR (NAILED TOGETH WALL MINIMUM 2 FLOO / �.'r FLOOR RIM PLATE / WOOD \ WEDGES \ CAP BLOCK JOISTS UNDER SHEARWALL TYPICAL FLOOR JOIST WOOD WEDGES CAP BLOCK 10" MAX. SETBACK FROM \�J:/ EDGE OF FLOOR BLOCKS PARALLEL WITH BLOCKS PARALLEL AND RECESSED EDGE OF FLOOR BACK FROM EDGE OF FLOOR LABELED G-2 STRAP WOOD WEDGES CAP BLOCK i 6" MAX. SETBACK AT LABELED G=2 STRAP LOCATION (SEE NOTE 1). Multiple Section Installation Manual for WZ-1 FLEETWOOD. Page 15 Copyright 0 2004 by Fleetwood Enterprises Inc. COMMERCIAL METAL PIERS Commercial metal piers may be used along.with concrete piers. ONTACTPAD 4^ ALTERNATE CONTACT PAD. ADJUSTABLE RISER WITH I ��♦ �� DIRECTION EVERY OTHER PIER ADJUSTABLE NUT AND WASHER (IF REQUIRED) `♦ ��` MAIN BEAM PIER FRAME `\♦♦♦;`\ ♦`♦;� NOTE `��♦�� `�♦;�. Pier capacity is listed and ♦♦��\ `♦; labeled by pier manufacturer on ` �♦ each pier. Pier capacity must be `♦;�` the same as or greater than the footing capacities on page 32. MAIN BEAM PIERS 81 PERIMETER PIERS 4X4 OR2-2X4'SONEDGE (NAILS TOGETHER) SPANNING 2 FI nnR WMQTC EXTERIOR AP WALLr' 0 FLOOR RIM PLATE AT EDGE OF FLOOR 4,X4 OR2-2X4'S ON EDGE (NAILS TOGETHER) TYPICAL FLOOR JOIST TYPICAL FLOOR JOIST 10" MAX. SETBACK FROM EDGE OF FLOOR JOISTS UNDER SHEARWALL 10" MAX. SETBACK -J �/ FROM EDGE OF FLOOR LABELED RECESSED BACK FROM EDGE G-2 STRAP OF FLOOR AT LABELED G-2 STRAP LOCATION (SEE NOTE 1) NOTES: 1. PIER MAY BE OFFSET UP TO 6" MAX. EACH SIDE OF STRAP TO MISS FRAME OBSTRUCTIONS AS LONG AS THE PIER STILL SUPPORTS THE FLOOR RIM PLATE. 2. NO STABILIZER PLATE IS REQUIRED FOR GROUND ANCHOR AT LABELED G -STRAP ALONG PERIMETER. 3. A LABELED G-2 STRAP NEED ONLY ATTACH TO A SINGLE GROUND ANCHOR. MINIMUM FOOTING REQUIREMENTS FOR LABELED PERIMETER PIERS AND LABELED G-2 SHEARWALL STRAP PIERS LABELED PERIMETER PIERS Z FOOTING CONFIGURATIONS U m N 16"x16" 16" x 16" 8" x 16" v a v n Concrete Concrete 2 x 12 x 24" UPad Pad Pad Wood Pad 0) 1000 SINGLE DOUBLE SINGLE 2000 SINGLE DOUBLE SINGLE 2000 12010 TO TO SINGLE DOUBLE SINGLE 4000 LABELED G-2 SHEARWALL STRAP Z U FOOTING CONFIGURATIONS cc to 16"x16" 8"x16" v a Concrete I1000 Concrete 2x 12x24" °Pad Pad Wood Pad fl) DOUBLE 2 DBL PADS DOUBLE DOUBLE . TRIPLE DOUBLE 2000 12010 TO SINGLE DOUBLE SINGLE 4000 Multiple Section Installation Manual for WZ-1-FLEETWOOD. Page 16 Copyright® 2004 by Fleetwood Enterprises Inc. MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURES The footing configuration and spacing tables on the following pages determine the footing configuration and spacing by section width. Eave size is 12" maximum for 10 to 15 wide, and 6" maximum for 16 wide sections.' The range in inches of various width homes is provided to assist in referencing the proper page. NOTE: Homes requiring perimeter footings will have the copy of the floor plan stamped PERIMETER PIERING REQUIRED. SECTION WIDTHS . Range (in inches) Of Section Floor Widths " 10 Wide 118". SECTION "A" > 12 Wide 132" to 143" 13 Wide 148" to 157" SECTION "B„ 14 Wide 158" to 168" 15 Wide 178" to 180" 16 Wide 182" to 190" SECTION "C„ MAY ALSO BE LOCATED ADJACENT TO Measured across section at floor excluding SECTION "A" AND AT VARIABLE exterior siding. LOCATIONS ALONG SECTION SIDEWALL. PROCEDURE FOR FOOTING CONFIGURATION AND A. If you are installing a multi -section home where both SPACING TABLES: or all sections are the same width, go to the 1. See approved floor plan to see if perimeter piering is appropriate section width page. required. B. If you are installing a multi -section home where one 2. Determine the soil bearing capacity. or more of the sections are different in width, follow 3. Determine the design roof live load of the home. the example below, then go to the appropriate section width pages. 4. Following that line across the table, and based on the C. For third section with transverse roof design, see main beam size, determine the footing spacing and page 30 for footing and pier requirements at support configuration. posts and ends of main beam. 5. Footing placement to start at no more than one foot (1'-0" to edge of pier) from the ends of both main beams. 6. The spacing for any individual footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. 7. Perimeter piering details may be used as an alternative for any model at the installer's discretion. EXAMPLE USING- 16"X4"CONCRETE FOOTINGS, (Double PadFooting, 1000 psf soil capacity. 20 psf roof live load, supporting10" main beam. 14 WIDE SECTION 12 WIDE SECTION 10 WIDE SECTION FOOTING 116"X 16"X4" CONCRETE FOOTINGS IRoofMAXIMUM -67-7-7' MAIN BEAM FOOTING SPACING (In Feet) ac Live Sgt. Pad Fooling Dbl. PadFooting wo Dbl Pad Ftng. 8 1 Load Main Beam Size Main Beam Size Main Beam Size Q) (PsO 8" 10" 12" 8" i10� 12" 8" 10" 12" T20 f 3' 3' 3' 6' 6' 8' 10'126" 10" 14 WIDE PAGE 5'8'10''x" a' g' g' 8' 8' 10' 10' 40 2 2 2' 4'-6" 4'-6" 4'-6" 8'9'-6"6" T-6" 2'-6" T-6" 5'-6" FOOTING [20] -67-7-7' `8c ci LI Load 7' 8' SPACING PER 12' 10 30 3' 1TV" 13f IT 6' 10" 14 WIDE PAGE a' -s" a' -s" a' g' g' 8' 8' 10' 10' 2'8' !12' - FOOTING SPACING PER 12 WIDE PAGE FOOTING SPACING PER 10 WIDE PAGE CONCLUSION: 14 wide section main beam footing spacing would be 6'-0" o.c. max. 12 wide section main beam footing spacing would be T-0" o.c. max. 10 wide section main beam footing spacing would be 8'-0" o.c. max. ALTERNATE CONCLUSION: Each section's footings may be spaced on the most restrictive spacing; therefore, the maximum footing spacing for all three sections can be at 6'-0" o.c. Roof (MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) oc Live Sgl. Pad Footing JjDbl. Pad Footing wo Dbl Pad Ftnc Load Main Beam Size I Main Beam Size I Main Beam Size Multiple Section Installation Manual for WZ-1 1,1111117!'FLEETWOODo Page 17 Copyright 02004 by Fleetwood Enterprises Inc. [20] -67-7-7' `8c ci LI Load 7' 8' 10' 12' 10 30 3' 1TV" 13f IT 6' 10" 6' 8' 10' 12' 40 T-6" 2'-6" T-6" 5'-6" 5'-6" 5'-6" 8' 10' 11' 20 5' S' S' 8' 10'L19 6' 10' 12' 30 4'-6" 4'-6" 4'-6" 8' 9'B' 20 10' 12' 6' 8' 10' 12' 8' 8' 12' 8' 10' 12' Multiple Section Installation Manual for WZ-1 1,1111117!'FLEETWOODo Page 17 Copyright 02004 by Fleetwood Enterprises Inc. Roof MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) `8c ci LI Load gl. Pad Fooling Obl. Pad Footin Two DbI Pad Ftnc Main Size Main Beam Size Main Beam Size n (PSS 8" 10" 1 8" 110"I 12" 8" 10" 12" 20 4' 8' 8' 8' 8' 10' 12' 1000 3'-6" 3'-6" T-6" 7' 7' 8' 10' 12' 40 3' 3' 3' 6' 6' 6' 8' 10' 11' 20 6' 6' 6' 8' 10' 12' 8' 10' 12' 30 5' S' 5' 8' 10' 10'-6" 8' 10' 12' 8' '-6" 9'-6" 8' 10' 12' Multiple Section Installation Manual for WZ-1 1,1111117!'FLEETWOODo Page 17 Copyright 02004 by Fleetwood Enterprises Inc. MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 10 WIDE - MULTIPLE SECTIONS These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS Roof Live SECTION "A"; MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing , I U a � Main Beam Size Main Beam Size SECTION "B" r�'> 10" 12" 8" 10" 12" I t SPACING VARIES 12" "C" SEE TABLE 4' SECTION ;> ■ MAIN BEAM FOOTINGS 8' 8'-6" 8'-6" These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS Roof Live a c MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing Load P s U a � Main Beam Size Main Beam Size Main Beam Size 8" 10" 12" 8" 10" 12" 8" 10" 12" 20 1000 4' 4' 4' 8' 8'-6" 8'-6" 8' 10' 12' 20 1500 6'-6" 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 20 2000 8' 8'-6" 8'-6" 8' 10' 12' 8' 10' 12' 20 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' Main Beam Piers - Footing placement to start at no more than one foot (1'-0" to edge of pier) from comer of the home. Exception - Footings may start at no more than two feet (2'-0" to the edge of pier) from each corner of the home PROVIDED that the next o.c. footing is moved three feet (3'-0") closer to it. (See sketch below.) •----- ' OC y{r NP. O.C. S ACING `> SPACING MINUS 3'-0' L .� r 8" X 16" X 4" CONCRETE FOOTINGS Roof Live Load P S •� MAXIMUM m N U a in MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8" 10" 12" 8" 10" 12" 8" 10" 12" 20 1000 4' 4' 4' 8' 8' 8' 8' 10' 12' 20 1500 6' 6' 6' 8' 10' 12' 8' 10' ` 12' 20 2000 8' 8' 8' 8' 10' 12' 8' 10' 12' 20 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS Roof Z. � MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Live Load P s c N U a in Sgl. Pad Footing Dbl. Pad Footing TWo.Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8" 10" 12" 8" 10" 12." 8" 10" 12" 20 1000 4' 4' 4' 8' 8' 8' 8' 10' 12' 20 1500 6' 6' 6' 8' 10' 12' 8' 10' 12' 20 2000 8' 8' 8' 8' 10' 12' 8' 10' 12' 20 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' FOR HOMES IN 30 PSF OR HIGHER ROOF ZONES, USE PERIMETER PIERING AS SHOWN ON FOLLOWING PAGE. Multiple Section Installation Manual for WZ-1 1@117_FLEE7WOIDD. Page 18 Copyright 0 2004 by Fleetwood Enterprises Inc. MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 10 WIDE - MULTIPLE SECTIONS i0 10 0 10 0 1 0 01 0 0, 0 01 0 0 0; SECTION "A"; 7-6 I :SECTION "B". '> V -- I 0' 0 01 0 130 1 1 ' I 1 I SPACING H__r__♦__t__♦__y �_M _ VARIES SECTION "C" 4- SEE TASTE �- i_♦__Y_� 0 ■ MAIN BEAM FOOTINGS 0 0 0 . 0 0' o'. O PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. " 4. Perimeter Piers - Footing placement to start at no more 'than one foot (1'-0" to edge of pier) from each corner of the home. 5. Main Beam Piers - Footing placement to start at no more than one foot (1'-0" to edge of pier) from corner of the home. Exception - Footings may start at no more than two feet (2'-0" to the edge of pier) from each corner of the home PROVIDED that the next o.c. footing is moved three feet (3'-0") closer to it. (See sketch below.) 6. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. ❑ ❑ ❑ ❑: I i O.C. I 2'-(rY SPACING SPACING M' INUS 3'-0' � f--- �I i These tables determine the footing pad configuration and footing spacing along the main beams and perimeter of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 17 for the procedure on. using the tables. Main beam footing spacing table acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS PERIMETER FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. U a U) CONFIGURATION AND SPACING 1500 M 2000 ' 8' 10' 12' 8' 10' 12' 8' 10' 12' FOOTING CONFIGURATION 8' 10' 12': 8' 10' 12' 8' 10' 12' J N 0 cc 8" 10" 12" 8' 10' 11'-6" 8' 10' 12' 8' 10' 12' O w c > g a N a 16"'X 16" 8" X 16" 2x12 10' $ J cs _ Concrete Concrete x24" 0 LL Ca o o Pad Pad Wood Pad a I0 20 1000 SINGLE DOUBLE SINGLE 6'-0" 1000 DOUBLE TRIPLE DOUBLE 20 8'-0" 1500 SINGLE DOUBLE SINGLE 2000 to SINGLE DOUBLE SINGLE 4000 1000 DOUBLE TRIPLE DOUBLE 30 1500 SINGLE DOUBLE SINGLE 2000 to SINGLE DOUBLE SINGLE 4000 1000 DOUBLE N/A DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE 8'-0" 2000 to SINGLE DOUBLE SINGLE 4000 ❑ ❑ ❑ ❑: I i O.C. I 2'-(rY SPACING SPACING M' INUS 3'-0' � f--- �I i These tables determine the footing pad configuration and footing spacing along the main beams and perimeter of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 17 for the procedure on. using the tables. Main beam footing spacing table acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 16" X 16" X 4" CONCRETE FOOTINGS 8" X 16" X 4" CONCRETE FOOTINGS D U CL N MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. U a U) Main Beam Size Main Beam Size Main Beam Size 8" 10" 12" 8" 10" 12" 8" 10" 1 12" 1000 7'-6" 7'-6" 7'-6" 8' 10' 11'-6" 8' 10' 12' 1500 8' 10' 11'-6" 8 10' 12' 8' 10' 12' 2000 ' 8' 10' 12' 8' 10' 12' 8' 10' 12' 3000 8' 10' 12': 8' 10' 12' 8' 10' 12' 4000 8' 10' 12' 8' 1 10' 1 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS 2 X 12 X 24" WOOD FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. Dbl. Pad Footing Main Beam Size Main Beam Size Main Beam Size Main Beam Size 10" 12" 8" 10" 12" 8" 10" 12" [4000 7'-6" 7'-6" 7'-6" 8' 10' 12' 8' 10' 12' 8" 10" 12" 8' 10' 11'-6" 8' 10' 12' 8' 10' 12' 8' 10' 12' 8' 10' 12' 8' 10' 12' 8' 10' 12' 8' 10' 12' 8' 10' 12' 8' 10' 12' 8' 10' 12' 2000 8' 10' 12' 8' 1 10' 1 12' 8' 10' 12' Multiple Section Installation Manual for WZ-1 NVZ;!-FLEE7W000. Page 19 Copyright 02004 by Fleetwood Enterprises Inc. 2 X 12 X 24" WOOD FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) U ac Sgl. Pad Footing Dbl. Pad Footing Triple Pad Ftng. U ° Main Beam Size Main Beam Size Main Beam Size U) 8"T 10" 12" 8" 10" 12" 8" 10" 12" 1000 8' 8' 1 8' 8' 10' 12' 8' 10' 12' 1500 8' 10' 12' 8' 10' 12' 8' 10' 12' 2000 8' 10' 12' 8' 10' 12' 8' 10' 12' 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 8' 10' 12' 1 8' 1 10' 1 12' 8' 10' 12' Multiple Section Installation Manual for WZ-1 NVZ;!-FLEE7W000. Page 19 Copyright 02004 by Fleetwood Enterprises Inc. MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 12 WIDE MULTIPLE SECTIONS These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS SECTIONr "A"I o,5 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing 1 1 I I 1 I I I I I I V.- I 1 I rt-�---�--'^--f--�--♦-'y---F--r--i--y---t---^ z � I ;SECTION "B"`' P s U) 8" I 1 • Ir" 12" 1 I I I I I SPACING N__r__t__r__♦__y �_�{{+ VARIES 10" SEE TABLE "C" 8" SECTION i �__♦ ■ MAIN BEAM FOOTINGS 12" 20 These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS Roof LiveN Load o,5 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing Main Beam Size Main Beam Size Main Beam Size P s U) 8" 10" 12" 8" 10" 12" 8" 10" 12" 20 1000 T-6" T-6" 3'76" 7' 7' 7' 8' 10' 11' 20 1500 5'-6" 5'-6" 5'-6" 8' 10' 11' 8' 10' 12' 20 2000 7' 7' 7' 8' 10' 12' 8' 10' 12' 20 3000 8' 10' 10' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' Main Beam Piers - Footing placement to start at no more than one foot (1'-0" to edge of pier) from comer of the home. Exception - Footings may start at no more than two feet (2'-0" to the edge of pier) from each corner of the home PROVIDED that the next o.c. footing is moved three feet (3'-0") closer to it. (See sketch below.) I 1 ----- 1 1 I `I. i 2 -VI TYP. O.C. SPACING I SPACING MINUS 3'-(r 8" X 16" X• 4" CONCRETE FOOTINGS Roof Live Load P ccuL m c L) in MAXIMUM MAIN,BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size. 8" 10" 12" 8" 10" 12" 8" 10" 12" 20 1000 T-6" 3'-6" T-6" 5' 5' 5' 7' -T 7' 20 1500 5' 5' 5' 7'-6" 7'-6" 7'-6" 8' 10' 10' 20 2000 7' 7' 7' 8' 10' 10' 8' 10'- 12' 20 3000 8' 10' 10' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 12' 8' 10'12' 12'. 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS Roof Live Load (Ps z � L) n 0) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) SgI. Pad Footing Dbl. Pad Footing Two Dbl-Pad Ftng. Main Beam Size -i7-16-712" Main Beam Size Main Beam Size 12" 8" 10" 12" 8" 10" 12" 20 1000 T-6" T-6" T-6" 7' 7' 7' 8' 10' 12' 20 1500 5' 5' 5' 8' 10' 10' 8' 10' 12' 20 2000 7' 7' 7' 8' 10' 12' 8' 10' 12' 20 3000 8' 10' 10' 8' 10' 12' 8' 10' . 12' 20 4000 8' 10' 12' 8'. 10' 12'. 8' 10' 12' FOR HOMES IN 30 PSF OR HIGHER ROOF ZONES, USE PERIMETER PIERING AS SHOWN ON FOLLOWING PAGE. Multiple Section Installation Manual for WZ-1 1c FLEETW000. Page 20 Copyright 0 2004 by Fleetwood Enterprises Inc. MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 12 WIDE - MULTIPLE SECTIONS - ;0 10 0 10 13 1 0 13I o o, o 01 0 0 0; AND SPACING 1500 8' 9'-0" 9'-6" 8' 10' 10' 8' 10' 12' 2000 FOOTING CONFIGURATION d SECTION "A"I @ y 8' 10' 12' 1 8' 1 10' 1 12' 8' 1 10' 112' I 1 I I 1 1 I M I V-- 1 8' 10' 12' 8' 10' 12' 8' 10' 12' J 162 I I I I I I 1 $ S @ 1 I :SECTION "B" 3 O O 0- I 1 1 I I SPACING H__r__♦__ i __;___M VARIES SECTION "C" �; SEE TAKE �- i + T ■ MAIN BEAM FOOTINGS 00 0 0 ' o o' o, ❑ PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Perimeter Piers - Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. Main Beam Piers - Footing placement to start at no more than one foot (1'-0" to edge of pier) from corner of the home. Exception - Footings may start at no more than two feet (2'-0" to the edge of pier) from each corner of the home PROVIDED that the next o.c. footing is moved three feet (3'-0") closer to it. (See sketch below.) 6. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. O ❑ ❑ ❑1 1 z•� TVP. O.C. O.C. 1 I �> SPACING SPACING 1 -�- MINUS 31-0- _,,r �1 1 These tables determine the footing pad configuration and footing spacing along the main beams and perimeter of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 17 for the procedure on using the tables. Main beam footing spacing table acceptable for roof- live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS y U a N U a 0 N PERIMETER FOOTING Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size CONFIGURATION AND SPACING 1500 8' 9'-0" 9'-6" 8' 10' 10' 8' 10' 12' 2000 FOOTING CONFIGURATION d J C CL @ y 8' 10' 12' 1 8' 1 10' 1 12' 8' 1 10' 112' 1000 6'-6" 6'-6" 6'-6" �� c 1500 M 16" X 16" 8" X 16" 8' 10' 12' 8' 10' 12' 8' 10' 12' J 162 U a Concrete Concrete 2x12 X24" $ S @ 0Of o Pad Wood Pad a U)Pad 20 1000 SINGLE DOUBLE SINGLE 6'-0" 1000 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 2000 to SINGLE DOUBLE SINGLE 4000 1000 DOUBLE TRIPLE DOUBLE 30 1500 SINGLE DOUBLE SINGLE 8'-0" 2000 to SINGLE DOUBLE SINGLE 4000 1000 DOUBLE N/A DOUBLE 40 8'-0" 1500 DOUBLE TRIPLE DOUBLE 2000 to SINGLE DOUBLE SINGLE 4000 O ❑ ❑ ❑1 1 z•� TVP. O.C. O.C. 1 I �> SPACING SPACING 1 -�- MINUS 31-0- _,,r �1 1 These tables determine the footing pad configuration and footing spacing along the main beams and perimeter of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 17 for the procedure on using the tables. Main beam footing spacing table acceptable for roof- live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS y U a N U a 0 N MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8 110" 12" 8" 10" 12" 8" 10" 12" 1000 6'-6" 6'-6" 6'-6" 8' 9'-6" 9'-6" 8' 10' 12' 1500 8' 9'-0" 9'-6" 8' 10' 10' 8' 10' 12' 2000 8' 10' 12' 8' 10' 10' 8' 10' 12' 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 8' 10' 12' 1 8' 1 10' 1 12' 8' 1 10' 112' 16" X 16" X 4" CONCRETE FOOTINGS 2 X 12 X 24" WOOD FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) M a c Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. a 6'-6" 16'-6"16'-6" 8' 10' 12' 8' 10' 12' Main Beam Size Main Beam Size Main Beam Size 0 U) 8" 10" 12" 8" 10" 12" 8" 10" 12" 1000 6'-6" 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 1500 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' 2000 8' 10' 12' 8' 10' 12' 8' 10' 12' 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 8' 10' 12' 1 8' 1 10' 1 12' 1 8' 1 10' 1 12' Multiple Section Installation Manual for WZ-1 �� FLEETWQO�D, Page 21 Copyright 0 2004 by Fleetwood Enterprises Inc. 94 2 X 12 X 24" WOOD FOOTINGS Z, U a rn U ° U) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing • Triple Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8"7 10"12" 8" 10" 12" 8" 10" 12" 1000 6'-6" 16'-6"16'-6" 8' 10' 12' 8' 10' 12' 1500 8' 10' 10' 8' 10' 12' 8' 10' 12' 2000 8' 10' 12' 8' 10' 12' 8' 10' 12' 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 8' 10' 12' 8' 1 10' 1 12' Multiple Section Installation Manual for WZ-1 �� FLEETWQO�D, Page 21 Copyright 0 2004 by Fleetwood Enterprises Inc. 94 MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 13 WIDE - MULTIPLE SECTIONS These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing pad configuration details: Review the table that indicates the footing type you are going to use. Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS Roof Live Load (Psin 2. u m N U a SECTION "A"; Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing Main Beam Size Main Beam Size. Main Beam Size 8" 10" 12" :SECTION "B" 12" 8" 10" r I t r � �+--r--�------+.-l� svAaNc VARIES 1000 }�' SEE TABLE 3' SECTION "C" 6'-6" 6'-6" '� MAIN BEAM FOOTINGS 10' 20 1500 These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing pad configuration details: Review the table that indicates the footing type you are going to use. Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS Roof Live Load (Psin 2. u m N U a MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing Main Beam Size Main Beam Size. Main Beam Size 8" 10" 12" 8" 10" 12" 8" 10" 12" 20 1000 3' 3' 3' 6'-6" 6'-6" 6'-6" 8' 10' 10' 20 1500 5' 5' 5' 8' 10' 10' 8' 10' 12' 20 2000 6'-6" 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 20 3000 8' 10' 10' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' 8" X 16" X 4" CONCRETE FOOTINGS Roof Live Load m y U ° MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Fooling Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size P s in 8 110" 12" 8" 10" 12" 8" 10" 12" 20 1000 3' 3' 3' 4'-6" 4'-6" 4'-6" 6'-6" 6'-6" 6'-6" 20 1500 4'-6" 4'-6" .4'.-6" 7' 7' .7' 8' . 9' 6" 9'-6" 20 2000 6'-6" 6'-6" 6'-6" 8' 9'-6" 9'-6" 8' 10'r. 12' 20 3000 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS Roof Live Load Z. .0 to N U 5 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size (Ps f) in 8" -16-712" 8" 10" . 12" 8" 10" 12" 20 1000 3' 3' 3' 6'-6" 6'-6" 6'-6" 8' 10' 12' 20 1500 4'-6" 4'-6" 4'-6" 8' 9'-6" 9'-6" 8' 10' 12' 20 2000 6'-6" 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 20 3000 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 12' 8' 10' 12' 8' 1'0' 12' FOR HOMES IN 30 PSF OR HIGHER ROOF ZONES, USE PERIMETER PIERING AS SHOWN ON FC)I I OWING PAGF Multiple. Section Installation Manual for WZ-1-FLEE7W000. Page 22 Copyright 02004 by Fleetwood Enterprises Inc. MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 13 WIDE - MULTIPLE SECTIONS "0 10 0 10 0 1 0 01 0 0, o 01 11 0 01. PERIMETER FOOTING Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. 1 SECTION "A"; 1 1 1 1 I I I I V-- 1 1500 I I :SECTION "B" 8' 10' 12' 8' 10' 12' 8' 10' 12' d I I O I O 0' O OI O O' 1 I I I I SPACING "C":� VARIES SEE TABLE SECTION I ,- 0 MAIN BEAM FOOTINGS C" $ o .00 ' o o ' o o' o; ❑ PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. These tables determine the footing pad configuration and footing spacing along the main beams and perimeter of the section(s). ' Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 17 for the procedure on using the tables. Main beam footing spacing table acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS U n N V a U) PERIMETER FOOTING Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size CONFIGURATION AND SPACING 1500 M 2000 FOOTING CONFIGURATION 8' 10' 12' 8' 10' 12' 8' 10' 12' d J a mw c 8' 10' 12' 8' 10' 12' > J X m y U a 16" X 16" 8" X 16" 2X 12 X24" C" $ o o Concrete Concrete Wood Pad t`' m 8' 1 10' 1 12' 1 8' 1 10' 1 12' Pad Pad a 20 1000 SINGLE DOUBLE SINGLE 6'-0" 1000 DOUBLE TRIPLE DOUBLE 20 8'-0" 1500 SINGLE DOUBLE SINGLE 2000 to SINGLE DOUBLE SINGLE 4000 1000 DOUBLE TRIPLE DOUBLE 30 8--0- 1500 SINGLE DOUBLE SINGLE 2000 to SINGLE DOUBLE SINGLE 4000 1000 DOUBLE N/A DOUBLE 40 8'-0- 1500 DOUBLE TRIPLE DOUBLE 2000 to SINGLE DOUBLE SINGLE 4000 PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. These tables determine the footing pad configuration and footing spacing along the main beams and perimeter of the section(s). ' Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 17 for the procedure on using the tables. Main beam footing spacing table acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS U n N V a U) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8" 10" 12" 8" 10" 12" 8" 10" 12" 1000 6' 6' 6' 8' 9' 9' 8' 10' 12' 1500 8' 9' 9' 8' 10' 12' 8' 10' 12' 2000 8' 10' 12' 8' 10' 12' 8' 10' 12' 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS ' 2 X 12 X 24" WOOD FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) U cL Sgt. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. n Triple Pad Ftng. Main Beam Size Main Beam Size Main Beam Size Main Beam Size Main Beam Size Main Beam Size U) 8" 10" 12" 8" 10" 12". 8" 10" 12" 1000 6' 6' 6' 8' 10' 12' 8' 10' 12' 1500 8' 9' 9' 8' 10' 12' 8' 10' 12' 2000 8' 10' 12' 8' 10' 12' 8' 10' 12' 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' Multiple Section Installation Manual for WZ-1 �� FLEE7WQIDD, , Page 23 Copyright 0 20134 by Fleetwood Enterprises Inc. 2 X 12 X 24" WOOD FOOTINGS U MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) M a in Sgl. Pad Footing Dbl. Pad Footing Triple Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8" 1 10" 12" 8" 10" 12" 8" 10" 12" 1000 6' 6' 6' 8' 10' 12' 8' 10' 12' 1500 8' 9'-6" 9'-0" 8' 10' 12' 8' 10' 12' 2000 8' 10' 12' 8' 10' 12' 8' 10' 12' 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 8' 10' 1 12' 8' 1 10' 1 12' 1 8' 1 10' 1 12' Multiple Section Installation Manual for WZ-1 �� FLEE7WQIDD, , Page 23 Copyright 0 20134 by Fleetwood Enterprises Inc. MAIN BEAM FOOTING CONFIGURATIONS AND SPACING .14 .WIDE MULTIPLE SECTIONS I I I I 1 � v °� 'o SECTION "A"; Sgl.•Pad Footing I 1 I 1 •• I Triple Pad Footing ��i I I I I I I I I P s U) 1 1 1 I I I.�•�1 :SECTION "B" �;,> 8" 10" 12" __♦__.__i__'___♦__T__ I I I _ I I 11 1 SPACING VARIES 6'-6" SECTION "C" SEE TABLE 8' 1 1 , ; , ■ MAIN BEAM FOOTINGS 20 1500 4'-6" 4'-6" 4'-6" 8' These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS Roof Live,:-- Load � v °� 'o MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) . Sgl.•Pad Footing Dbl. Pad Footing Triple Pad Footing Main Beam,Size . Main Beam Size Main Beam Size P s U) 8" 10" 12" 8" 10" 12' 8" 10" 12" 20 1000 3' 3' 3' 6'-6" 6'-6" 6'-6" 8' 9'-6" 9'-6- 20 1500 4'-6" 4'-6" 4'-6" 8' 9'-6" 9'-6" 8' 10' 12' 20 2000 6-6" 6-6" 6'-6" 8' 10' 12' 8' 10' 12' 20 3000 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' 8" X 16" X 4" CONCRETE FOOTINGS' Roof Live Load (Ps m N U °- in ' MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. ' Main Beam Size Main Beam Size Main Beam Size 8 110" U) .12" 8" 10" 12" 8" 1.0" 12" 20 1000 3' 3' 3' 4'-6" 4'-6" 4'-6" 6'-6" 6-6",. 6'-6" 20 1500 4'-6" 4'-6" 4'-6" 6'-6" 6'-6" 6-6" 8' 9'-6" 9'-6" 20 2000 6' 6' 6' 8' 9' 9' 8' 10' 12' 20 3000 8' 9' 9' 8' 10' 12' 8' 10' 12' 2 0 04000 12' 8' 10' 8' 10' 10' 12' 8' 10' 12' 16" X 16" X 4". CONCRETE FOOTINGS Roof Live Load 0 m m U a MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two DbI Pad Ftng. Main Beam Size Main Beam Size Main Beam Size P s U) 8" 10" 12" 8" 10" . 12" 8" 10" 12" 20 1000 3' 3' 3' 6' 6' 6' 8' 10' 12' 20 1500 4'-6" 4'-6" 4'4" 8' 9' 9' 8' 10' 12' 20 2000 6' 6' 6' 8' 10' 12' 8' 10' 12' 20 3000 8' 9' 9' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' FOR HOMES IN 30 PSF OR HIGHER ROOF ZONES, USE PERIMETER PIERING AS SHOWN ON FOLLOWING. PAGE. Multiple Section Installation Manual for WZ-1 �FLEE7W000 ' Page 24 • Copydght ®2004 by Fleetwood Enterprises Inc. . MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING .14 WIDE MULTIPLE SECTIONS '0 10 0 10 0 1 0 0 1 a 0, a a1 0 0 0� SECTION "A"; :SECTION "B" i 1 0 1 O O' O O O O! I I 1 1 1 ,�__F__♦__{__.�__,�_N SPACING VARIES SECTION "C" I SEE TABLE I I ■ MAIN BEAM FOOTINGS !0011O o ' O O' o, - ❑ PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each comer of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. These tables determine the footing pad configuration and footing spacing along the main beams and perimeter of the section(s): Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 17 for the procedure on using the tables. Main beam footing spacing table acceptable fot roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS U n to N U a in PERIMETER FOOTING Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size CONFIGURATION AND SPACING 1000 5'-6" 5'-6" 5'-6" 8' 8'-6" 8'-6" 8' 10' 1 11' 1500 FOOTING CONFIGURATION d JN a m N 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 8' 10' 12' 1 8' 1 10' 1 12' 8' 10' 12' M E > m 16" 16" X 8" X 16" 8' 10' 12' C x rJg Concrete Concrete 2X12X2, $ o o wood Pad L 0Of (nPad Pad a _ rn 20 1000 SINGLE - DOUBLE SINGLE 6'-0- 1000 DOUBLE TRIPLE DOUBLE 20 8'-0" 1500 SINGLE DOUBLE SINGLE 2000 to SINGLE DOUBLE ' SINGLE 4000 DOUBLE TRIPLE DOUBLE 30 SINGLE DOUBLE SINGLE 1000 SINGLE DOUBLE SINGLE DOUBLE N/A DOUBLE 40 8'-0" DOUBLE TRIPLE DOUBLE 2000 to SINGLE DOUBLE SINGLE 4000 PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each comer of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. These tables determine the footing pad configuration and footing spacing along the main beams and perimeter of the section(s): Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 17 for the procedure on using the tables. Main beam footing spacing table acceptable fot roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS U n to N U a in MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 877-1-0-912" 8" 10" 12" 8" 10" 12" 1000 5'-6" 5'-6" 5'-6" 8' 8'-6" 8'-6" 8' 10' 1 11' 1500 8' 8'-0" 8'-0" 8' 10' 12' 8' 10' 12' 2000 8' 10' 11' 8' 10' 12' 8' 10' 1 12' 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 8' 10' 12' 1 8' 1 10' 1 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS y U a I; ro 0 U a MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size U) 8" 10" 12" 8" 10" 12" 1000 5'-0" 5'-6" 11' 8' 10' . 12' 1500 8' 8'-6" &12"8" 12' 8' 10' 12' 2000 8' 10' 12' 8' 10' 12' 3000 8' 10' 12' 8' 10' 12' 4000 8' 10' 1 12' 8' 1 10' 12' Multiple Section Installation Manual for WZ-1 1c FLEETW000. Page 25 Copyright 0 2004 by Fleetwood Enterprises Inc. CA 2 X 12 X 24" WOOD FOOTINGS D MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) U ac 'Sgl. Pad Footing Dbl. Pad Footing Triple Pad Ftng. ca N V a Main Beam Size Main Beam Size Main Beam Size U) 8" 10" 12" 8" 10" 12" 8" 10" 12" 1000 6' 6' 6' 8' 10' 12' 8' 10' 12' 1500 8' 9' 9' 8' 10' 12' 8' 10' 12' 2000 8' 10' 12' 8' 10' 12' 8' 10' 12' 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 8' 10', 12' 8' 10' 12' 8' 1 10' 12' Multiple Section Installation Manual for WZ-1 1c FLEETW000. Page 25 Copyright 0 2004 by Fleetwood Enterprises Inc. CA MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 15/16 WIDE - MULTIPLE SECTIONS I SECTION "A"I -- I I I I I I I I- I SECTION "B" Tr- I-aiT � I I I I I I $PAGNG --r--}'- i __•i♦__•}'a VARIES SEE TABLE SECTION ■ MAIN BEAM FOOTINGS These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to pages 13 and 14 for footing. pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 17 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS Roof a N U ° in MAXIMUM MAIN BEAM FOOTING SPACING (In Feet), Live Load P s 15 cw U g in Sgl. Pad Footing Dbl. Pad Footing. Triple Pad Footing Main Beam Size Main Beam Size Main Beam Size 8" 10" 12" 8" 10" 12" 8" 10" 12" 20 1000 3' 3' 3' 5'-6" 5'-6" 5'-6" 8' 8'-6" 8'-6" 20 1500 4' 4' 4' 8' 8'-6" 8'-6" 8' 10' 12' 20 2000 5'-6" 5'-6" 5'-6" 8' 10' 11'-6" 8' 10' 12' 20 3000 8' 8'-6" 8'-6" 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 11' 8' 10' 12' 8' 10' 12' y, . 8" X 16" X 4" CONCRETE FOOTINGS Roof Live Load P s a N U ° in MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8' 10" 12" 8" 10" 12" 8" 10" . 12" 20 1000 2'-6" 2'-6" 2'-6" 4' 4' 4' 5'-6" 5'-6".., 5'-6" 20 1500 4' 4' 4' 6'' 6' 6' 8' 8' ' 8' 20 2000 5'-6" 5'-6" 5'-6" 8' 8' 8' 8' 10' 11' 20 3000 8' 8' 8' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 10'-6" 8' 10' 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS Roof Live Load (Ps Z � 0-0 U a in MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8 110" 12" 8" 10" 12" 8" 10" 12" 20 1000 2'-6" 2'-6" 2'-6" 5'-6" 5'-6" 5'-6" 8' 10' 11' 20 1500 4' 4' 4' 8' 8' 8' 8' 10' 12' 20 2000 5'-6" 5'-6" 5'-6" 8' 10' 11' 8' 10' 12' 20 3000 8' 8' 8' 8' 10' 12' 8' 10' 12' 20 4000 8' 10' 10'-6" 8' 10' 12' 8' 10' 12' FOR HOMES IN 30 P.SF OR HIGHER ROOF , ZONES, USE PERIMETER PIERING AS SHOWN ON FOLLOWING PAGE. Multiple Section Installation Manual for WL -11 NP47 FLEETW0W. Page 26 Copyright ®2004 by Fleetwood Enterprises Inc. MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 15/16 WIDE - MULTIPLE SECTIONS ;0 10 0 10 0 1 a o 1 0 0, a 01 0 0 '0; These tables determine the footing pad configuration and et-,------r--t--+--♦--�---t--�--i--�---�---..;a c c to N U n U) footingspacing alongthe main beams and perimeter of the g SPACING SECTION "A" sectio(s). -_-� ♦""-"♦"-"""-♦""f".-;""-: "'""" "" Refer to pages 13 and 14 for footing pad configuration ' 3000 details. SECTION "B" Review the tables that indicate the footing type you are _---� --going I ' o ' o a.. o o' o a to use for main beams and perimeter piers. ' 'r-- ' ' ' 16" X 16" Refer to page 17 for the procedure on using the tables. N�' --*'-♦--'i'c-M ' - 'SPAGNG 162 SECTION "C" SEE*BL Main beam footing spacing table acceptable for roof live 4-.- , ■ MAIN BEAM FOOTINGS load 40 psf maximum. goo ' o ' a o' a! O PERIMETER FOOTINGS Pad o Cna MAIN BEAM FOOTING CONFIGURATION PERIMETER FOOTING CONFIGURATION AND SPACING AND SPACING SINGLE 6'-0" PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10%G as long as the average spacing does not exceed the spacing shown. , PERIMETER FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) c c to N U n U) CONFIGURATION AND SPACING 5' 5' 5' 7'-6" 7'-6" 7'-6" 8' 10' 10' to 7'-6" T-0" T-6" 8' 10' 11' 8' 10'12' FOOTING CONFIGURATION 3000 d 0 J N a dr to > J x o N U a 16" X 16" 8" X 16" 2X 12 X24" 0 m 0 C 162 o Concrete Cncrete Wood Pad 'L 0 8' 10' 12' Pad Pad 8' 10' 12' 1 Cna 20 1000 SINGLE DOUBLE SINGLE 6'-0" 1000 DOUBLE. TRIPLE DOUBLE 20 8'-0" 1500 SINGLE DOUBLE SINGLE 2000 to SINGLE DOUBLE SINGLE 4000 1000 DOUBLE TRIPLE DOUBLE 30 1500 SINGLE DOUBLE SINGLE 2000 to SINGLE DOUBLE SINGLE 4000 1000 DOUBLE N/A UBLE 40 1500 DOUBLE TRIPLE !SINEGLE 2000 to SINGLE DOUBLE 4000 PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10%G as long as the average spacing does not exceed the spacing shown. 16" X 16" X 4" CONCRETE FOOTINGS 8" X 16" X 4" CONCRETE FOOTINGS to MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) c c to N U n U) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size 8" 10" 12" 8" 10" 12" 8" 10" 12" 1000 5' 5' 5' 7'-6" 7'-6" 7'-6" 8' 10' 10' 1500 7'-6" T-0" T-6" 8' 10' 11' 8' 10'12' 2000 8' 10' 10' 8' 10' 12' 8' 10' 12' 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 8' 10' 12' 8' 10' 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS 2 X 12 X 24" WOOD FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) U n Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. to N U n Main Beam Size Main Beam Size Main Beam Size in 8" 10" 12" 8" 10" 12" 8" 10" 12" 1000 5' 5' 5' 8' 10' 10' 8' 10' 12' 1500 7'-6" 7'-6" 7'-6" 8' 10' 12' 8' 10' 12' 2000 8' 10' 10' 8' 10' 12' 8' 10' 12' 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 8' 10' 12' 1 8' 1 10' 1 12' 1 8' 1 10' 1 12' Multiple Section Installation Manual for WZ-1 N@2;!- FLEE7W000 Page 27 Copyright 02004 by Fleetxood Enterprises Inc. 2 X 12 X 24" WOOD FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) U M Sgt. Pad Footing Dbl. Pad Footing Triple Pad Ftng. N v a Main Beam Size Main Beam Size Main Beam Size 0 rn 8" 10" 12" 8" 10" 12" 8" 10" 12" 1000 5' 5' 5' 8' 10' 10' 8' 10' 12' 1500 7'-6" 7'-6" 7'-6" 8' 10' 12' 8' 10' 12' 2000 8' 10' 10'-6" 8' 10' 12' 8' 10' 12' 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 8' 10' 12' 1 8' 1 10' 1 12' 8' 1 0' 12' Multiple Section Installation Manual for WZ-1 N@2;!- FLEE7W000 Page 27 Copyright 02004 by Fleetxood Enterprises Inc. MAIN BEAM FOOTING SPACING USING PRE -POURED (UNREINFORCED) CONCRETE FOOTINGS MULTIPLE SECTIONS - 20 PSF ROOF These tables determine the footing spacing along the main beams of the section. 10/12/13 WIDE 14 WIDE 15/16 WIDE PRE -POURED UNREINFORCED PRE -POURED UNREINFORCED PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTINGS 20" X 20" X 6" CONCRETE FOOTINGS 20" X 20" X 6" CONCRETE FOOTINGS > MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM > MAXIMUM MAIN BEAM o N FOOTING SPACING (In Feet) o '� N FOOTING SPACING (In Feet) = '0 w FOOTING SPACING (In Feet) to cn C a Main Beam Size (n C a Main Beam Size C/)a Main Beam Size U 8" 110" 12" U 8" 10" 12" U 8" 110" 12" 1000 4'-6" 4'-6" 4'-6" 1000 4'-6" 4'-6" 4'-6" 1000 4'-0" 4'-0" 4'-0" 1500 7'-0" 7'-0" 7'-0`' 1500 6'-6" 6'-6" 6'-6" 1500 5'-6" 5'-6" 5'-6- 2000 8'-0" 9'-6" 9'-6" 2000 8'-0" 9'-0" 9'-0" 2000 7'-6" 7'-6" 7'-6" 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 30008'-0" 10'-0" 11'-0" 4000 1 8'-0" 10'-0" 1 12'-0" 4000 8'-0" 10'-0" 1 12'-0" 4000 1 8'-0" 10'-0" 1 11'-0" PRE -POURED UNREINFORCED PRE -POURED UNREINFORCED PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTINGS 24" X 24" X 6" CONCRETE FOOTINGS 24" X 24" X 6" CONCRETE FOOTINGS >, MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM '� y FOOTING SPACING (In Feet) '� y FOOTING SPACING (In Feet) o '@ y FOOTING SPACING (In Feet) o U) m a Main Beam Size o U) C a Main Beam Size C) c s Main Beam Size U 8" 10" 12" v 8" 10" 12" U 8" 10" 12" 1000 7'-0" 7'-0" 7'-0" 1000 6'-6" 6'-6" 6'-6" 1000 5'-6" 5'-6" 5'-6" 1500 8'-0" 10'-0" 10'-6" 1500 8'-0" 10'-0" 10'-0" 1500 8'-0" 8'-0" 8'-0" 2000 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 1 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 4000 1 8'-0" 10'-0" 12'-0" 4000 1 8'-0" 1 10'-0" 1 12'-0" 4000 8'-0" 1 10'-0" 12'-0" PRE -POURED UNREINFORCED PRE -POURED UNREINFORCED PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTINGS 28" X 28" X 8" CONCRETE FOOTINGS 28" X 28" X 8" CONCRETE FOOTINGS > MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM ' MAXIMUM MAIN BEAM ti FOOTING SPACING (In Feet) o '� y FOOTING SPACING (In Feet) o •� y FOOTING SPACING (In Feet) o to N a Main Beam Size to C a Main Beam Size U) C n Main Beam Size v 8" 110" 12" V 8" 10" 12" U 8" 10" 12" 1000 8'-0" 9'-6" 9'-6" 1000 8'-0" 9'-0" 9'-0" 1000 7'-6" 7'-6" 7'-6- 1500 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 11'-0" 2000 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" :12'-0" 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'4" 12'-0" 4000 1 8'-0" 10'-0" 12'-0" 4000 1 8'-0" 10'-0" 1 12'-0" 4000 1 8'-0" 10'-0" 12'-0" PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED' 32" X 32" X 8" CONCRETE FOOTINGS ;-1 o '� w cn C a U MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8" 10" 12" >, o '� N N C 8 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size > o 'w y U) co a MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size U 8" 10" 12" V 8" 10" 12" 1000 8'-0" 10'-0" 12'-0" 1000 8'-0" 10'-0" 10'-6" 1000 8'-0" 9'-6" 9'-6" 1500 8'-0" 10'4" 12'-0" 1500 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'4" 12'-0" 2000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 3000 14000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 12'-0" 1 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 12'-0" ' PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTINGS > o Z N U) m a V MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8" 110.1 12" >, o '� y (n m V MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8" 10" 12" >^ o '� N U) a cc U MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8" 10" 12" 1000 8'-0" 10'-0" 12'-0" 1000 8'-0" 10'-0" 12'-0" 1000 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 120001 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 12'-0" Equivalent round pad size: for 20" round pad, use charts for 16" x 16" pads for 24" round pad, use 20" x 20" charts for 28" round pad, use 24" x 24" charts for 32" round pad, use 28" x 28" charts for 36" round pad, use 32" x 32" charts Multiple Section Installation Manual for WZ-1 `047F1.EE7W00D, Page 28 Copyright 02004 by Fleetwood Enterprises Inc. MAIN BEAM FOOTING SPACING USING PRE -POURED (UNREINFORCED) CONCRETE FOOTINGS MULTIPLE SECTIONS - 30 PSF ROOF These tables determine the footing spacing along the main beams of the section. 10/12/13 WIDE 14 WIDE . 15/16 WIDE PRE -POURED UNREINFORCED PRE -POURED UNREINFORCED PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTINGS 20" X 20" X 6" CONCRETE FOOTINGS 20" X 20" X 6" CONCRETE FOOTINGS >, IMAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM Z FOOTING SPACING (In Feet) '� N FOOTING SPACING (In Feet) a '@ N FOOTING SPACING (In Feet) o Co m U) m's Main Beam Size o U) a a Main Beam Size U) a cc Main Beam Size M U 8" 10" 12" U 8" 10" 12" U:6'-6" 8" 10" 12" 1000 4'-0" 4'-0" 4'-0" 1000 4'-0" 4'-0" 4'-0" 1000-0" T-0" T-0" 1500 6'-0" 6'-0" 6'-0" 1500 6'-0" 6'-0" 6'-0" 1500'-0" 5'-0" 5'-0" 2000 8'-0" 8'-6" 8'-6" 2000 8'-0" 8'-0" 8'-0" 2000 6'-6" 6'-6" 3000 8'-0" 10'-0" 12'-0" 3000 8'-0"10'-0"12'-0" 3000'-0" 10'-0" 10'4000 4000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 12'-0" 4000'-0" 10'-0" 10'-6" PRE -POURED UNREINFORCED PRE -POURED UNREINFORCED PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTINGS 24" X 24" X 6" CONCRETE FOOTINGS 24" X 24" X 6" CONCRETE FOOTINGS >, MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM '5 : FOOTING SPACING (In Feet) '� ti FOOTING SPACING (In Feet) o '� y FOOTING SPACING (In Feet) o U CL's Main Beam Size o U) CL's Main Beam Size (0 m a Main Beam Size U 8" 10" 12" U 8" 10" 12" U 8" 10" 12" 1000 6'-0" 6'-0" 6'-0" 1000 5'-6" 5'-6" 5'-6" 1000 4'-6" 4'-6" 4'-6" 1500 8'-0" 9'-0" 9'-0" 1500 8'-0" 8'-6" 8'-6" 1500 7'-0" 7'-0" T-0" 2000 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 11'-6" 2000 8'-0" 9'-6" 9'-6" 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 4000 1 8'-0" 10'-0" 1 12'-0" 4000 1 8'-0" 1 10'-0" 12'-0" 4000 8'-0" 10'-0" 12'-0" PRE -POURED UNREINFORCED PRE -POURED UNREINFORCED PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTINGS 28" X 28" X 8" CONCRETE FOOTINGS 28" X 28" X 8" CONCRETE FOOTINGS >, MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM '� FOOTING SPACING (In Feet) .o Z y FOOTING SPACING (In Feet) = .@ y FOOTING (In Feet) o w U) CL's Main Beam Size (n C1,5 - Main Beam Size to U) C a Main Beam Size mm U 8" 10" 12" U 8' 10" 12" U 8" 10" 12" 1000 8'-0" 8'-0" 8'-0" 1000 7'-6" 7'-6" 7'-6" 1000 6'-6" 6-6" 6'-6" 1500 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 11'-6" 1500 8'-0" 10'-0" 10'-0" 2000 8'-0" 10'-0" 12'-0" 2000 8'-0" 1014" 12'-0" 2000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 3000 1 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0' 12'-0" 4000 8'-0" 10'-0" 12'-0" PRE -POURED UNREINFORCED PRE -POURED UNREINFORCED. PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTINGS 32" X.32" X 8" CONCRETE FOOTINGS 32" X 32" X 8" CONCRETE FOOTINGS >, MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM — .5 c FOOTING SPACING (In Feet) - 'u C FOOTING SPACING (In Feet) — 'ES c FOOTING SPACING (In Feet) cn CL n Main Beam Size (0 CL a Main Beam Size Lo (0 m a - Main Beam Size L) 8" 10" 12" U 8" 10" 12" U 8" 110" 12" 1000 8'-0" 10'-0" 10'-6" 1000 8'-0" 10'-0" 10'-0" 1000 8'-0" 8'-6" 8'-6" 1500 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 2000 1 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 3000 8'-0" 1014" 12'-0" 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 1014" 12'-0" 4000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 12'-0" PRE -POURED UNREINFORCED PRE -POURED UNREINFORCED PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTINGS 36" X 36" X 8" CONCRETE FOOTINGS 36" X 36" X 8" CONCRETE FOOTINGS > MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) '@ y FOOTING SPACING (In Feet) o ' ti FOOTING SPACING (In Feet) a to N U) m a Main Beam Size o U) m a Main Beam Size U) C a Main Beam Size U 8" 10" 12". U 8" 10" 12" U 8"1 10" 12" 1000 8'-0" 1014" 12'-0" 1000 8'-0" 10'-0" 12'-0" 1000 8'-0" 10'-0" 1500 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'4" 12'-0" 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 3000 i 8'-0" •10'-0" 12'-0" 4000 1 8'-0" 10'-0" 1 12'-0" 4000 8'-0" 10'-0" 12'-0" 4000 1 8'-0" 10'-0" 12'-0" Equivalent round pad size: for 20" round pad, use charts for 16" x 16" pads for 24" round pad, use 20" x 20" charts for 28" round pad, use 24" x 24" charts for 32" round pad, use 28" x 28" charts for 36" round pad, use 32" x 32" charts Multiple Section Installation Manual for WZ-1 'Z;7' FLEETW0IDD, Page 29 Copyright 02004 by Fleetwood Enterprises Inc. [A MAIN BEAM FOOTING SPACING USING PRE -POURED (UNREINFORCED) CONCRETE FOOTINGS MULTIPLE SECTIONS - 40 PSF ROOF These tables determine the footing spacing along the main beams of the section. 10/12/13 WIDE 14 WIDE 15/16 WIDE PRE -POURED UNREINFORCED PRE -POURED UNREINFORCED PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTINGS 20" X 20" X 6" CONCRETE FOOTINGS 20" X 20" X 6" CONCRETE FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8" 10" 12" MAXIMUM MAIN BEAM � MAXIMUM MAIN BEAM > MAXIMUM MAIN BEAM o '5 y SPACING (In Feet) :2')FOOTING r ' FOOTING SPACING (In Feet) - 'v c FOOTING SPACING (In Feet) Un C a Main Beam Size in to s Main Beam Size in a. Main Beam Size v 8" 10" 12" U 8" 10" 12" v 8" 10" 12" 1000 T-6" T-6" T-6" 1000 T-0" T-0" T-0"' 1000 T-0" T-0" T-0" 1500 5'-6" 5'-6" 5'-6" 1500 5'-0" 5'-0" 5'-0" 1500 4'-6" 4'-6" 4'-6" 2000 7'-6" 7'-6" 7'-6" 2000 6'-6" 6'-6" 6'-6" 2000 6'-0" 6'-0" 6'-0". 3000 8'-0" 10'-0" 11'-0" 3000 8'-0" 10'4" 10'-6" 3000 8'-0" 9'-0" 9'-0" 4000 1 8'-0" 10'-0" 11'-6" 4000 1 8'-0" 10'-0" 11'-0" 4000 1 8'-0" 9'-0" 9'-0" PRE -POURED UNREINFORCED PRE -POURED UNREINFORCED PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTINGS 24" X 24" X 6" CONCRETE FOOTINGS 24" X 24" X 6" CONCRETE FOOTINGS :1 MAXIMUM MAIN BEAM 2000 MAXIMUM MAIN BEAM >, MAXIMUM MAIN BEAM — Z c- 0Mch FOOTING SPACING (In Feet) — 'v C FOOTING SPACING (In Feet) =.6 c FOOTING SPACING (In Feet) Un C a Main Beam Size 0 M w U) a'a Main Beam Size �n a Main Beam Size v 8"10" 12" 0 8" 10" 12" U 8" 10" 12" 1000 5'-6" 5'-6" 5'-6" 1000 5'-0" 5'-0" 5'-0" 1000 4'-0" 4'-0" 4'-0" 1500 8'-0" 8'-0" 8'-0" 1500 7'-6" 7'-6" 7'-6" 1500 6'-6" 6'-6" 6'-6" 2000 8'-0" 10'-0" 11'-0" 2000 8'-0" 10'-0" 10'-0" 2000 8'-0" 8'-6" 8'-6" 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 12'-0" PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTINGS > 'a a MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size >, o '5 y (nm n 0 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8" 10" 12" > o '@ N to m a V MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8" 10" 12" 0 8" 1 10" 12" 1000 7'-6" 7'-6" 7'-6" 1000 7'-0" 7'-0" 7'-0" 1000 6'-0" 6'-0" 6'-0" 1500 8'-0" 10'4" 11'-0" 1500 8'-0" 10'-0" 10'-6" 1500 8'-0" 9'-0" 9'-0" 2000 8'-0'' 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 1 12'-0" 4000 8'-0" 10'-0" 1 12'-0" PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTINGS >, o 'M y cn C n U MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8" 10" 12" > o '@ N cn s MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size > o '� N <n m g v MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) _ Main Beam Size 8" 10" 12" U 8" 10" 12" 1000 8'4" 9'-6" 9'-6" 1000 8'-0" 9'-0" 9'-0" 1000 7'-6" 7'-6" 7'-6" 1500 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 11'-6" 2000 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 2000 814" 1014" 12'-0" 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 1 12'-0" 4000 8'-0" 10'-0" 12'-0" 4000 814"1 10'-0" 12' -0" - PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTINGS PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTINGS > o Z ti B MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size >, o '� y <n a g V MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 8" 10" 12" >, o '� y U) a co 0 MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Main Beam Size 81• 10" 12" V 8" 10" 12" 1000 8'-0" 10'-0" 12'-0" 1000 8'-0" 10'-0" 11'-6" 1000 8'-0" 10'-0" 9'-6" 1500 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 11'-6" - 2000 8'-0" 10'-0" 12'- 0" 2000 "101-01. 8'-0" 10'-0 12'-0" 2000 8'-0" 11'-6" 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 11'-6" 4000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 11'-6" Equivalent round pad size: for 20" round pad, use charts for 16" x 16" pads for 24" round pad, use 20" x 20" charts for 28" round pad, use 24" x 24" charts for 32" round pad, use 28" x 28" charts for 36" round pad, use 32" x 32" charts Multiple Section Installation Manual for WZ-1 MO FLEE7WOOD, Page 30 Copyright B 2004 by Fleetwood Enterprises Inc. TRIPLE SECTION WITH TRANSVERSE ROOF FOOTING CONFIGURATIONS AT MAIN BEAM AND SUPPORT POSTS , ----1----------- i ----------- -F- .......... !----------- t ---------- w ............. ... � ® SUPPORT POST SECTION "A }' LOCATIONS MAIN BEAM FOOTINGS SECTION "B" ' FOOTING AT t' EACH END OF MAIN BEAMS MINIMUM FOOTING CONFIGURATIONS UNDER PIERS AT EACH END OF MAIN BEAMS —SEE FLOOR PLAN FOR MIN. If roof -less deck is on the end of the tag unit, only the 8" x SECTION "C" PIER LOAD CAPACITY UNDER ' SUPPORT POSTS. main beam footings need be under the deck. The Soil ;f------- ♦ -W------ "footings at each end of main beams" will terminate Soil R001` -Ess under tag walls. PROCEDURE DECK(OPT.) �; ® For the minimum loads for the support posts, review the Roof Live Load Main beam footing configurations and piers can be the first column in the table on the floor plan entitled Max. (psf) same type, configuration and spacing as determined for "Minimum Pier Loads (lbs.)". Max. (Ps � the main beams for the main sections of the home. Using the same soil capacity column chosen for the main Max. (Ps � For footing configurations under the piers at each end of unit beam footings, select a footing and footing the main beams see the tables below. Use the same configuration that meets or exceeds the minimum loads soil capacity column as used. for the main unit beam from the table on the floor plan for each support post. footings. See pages 13 and 14 for footing configuration selection. MINIMUM FOOTING CONFIGURATIONS UNDER PIERS AT EACH END OF MAIN BEAMS 12 WIDE TRIPLE SECTION 16" x 16" x 4" Concrete Footings 8" x 16" x 4" Concrete Footings 2 x 12 x 24" Wood Footings Soil Section Roof Live Load Soil Section Roof Live Load Soil Section Roof Live Load Capacity Length Max. (psf) Capacity Length Max. (Ps � Capacity Length Max. (Ps � (psi Max:. (psi Max. (Psf) Max. (ft.) 20 30 40 (ft.) 20 30 40 (ft.) 20 30 40 1000 36 Quad Quad Quad 30 2 Triple 2 Triple 2 Triple 22 Double Triple Triple 30 Double Double Double 1000 36 2 Triple 2 Triple N/A 1000 36 Triple Triple Triple 1500 36 Double Double Quad 22 Triple 2 Double 2 Double 1500 36 Double Double Double 2000 36 Double Double Double 1500 30 2 Double 2 Double 2 Double 22 Single Double Double 30 Single Single Single 36 2 Double 2 Double 2 Triple 2000 36 Double Double Double 3000 36 Single Single Double 30 Triple Triple Triple 3000 36 Single Single Single 2000 36 Triple Triple 2 Double 4000 36 Single Single Single 4000 36 Single Single Single 30 Double Double Double 3000 36 Double Double Triple 4000 36 Double Double Double 13 OR 14 WIDE TRIPLE SECTION 16" x 16" x 4" Concrete Footings 8" x 16" x 4" Concrete Footings 2 x 12 x 24" Wood Footings Soil Section Roof Live Load Soil Section Roof Live Load Soil Section Roof Live Load Capacity Length Max. (psf) Capacity Length Max. s (P Capacity Length Max. s (P (psi ^(ft) (Psf) ^(ft) (pso Max. 20 30 40 20 30 40 20 30 40 1000 36 Quad Quad Quad 1000 26 36 2 Triple 2 Triple 2 Triple N/A N/A N/A 1000 26 36 Triple Triple Triple Triple Triple N/A 26 Double Double Quad 1500 36 Double Quad Quad 1500 26 36 2 Double 2 Double 2 Double 2 Triple 2 Triple 2 Triple 1500 26 36 Double Double Double Double Double Triple 2000 36 Double Double Double 26 Single Single Double 26 Triple Triple 2 Double 2000 36 Double Double Double 3000 36 Single Double Double 2000 36 Triple 2 Double 2 Double 3000 26 36 Single Single Single Single Single Double 4000 36 Single Double Double 3000• 26 36 Double Double Double Triple Triple Triple 4000 36 Single Single Double 4000 1 36 Double Double Double Multiple Section Installation Manual for WZ-1 wz—;!"FLEE7WOVD. Page 31 Copyright 02004 by Fleetwood Enterprises Inc. 94 MULTI WIDE SECTIONS RIDGE BEAM SUPPORT POST MATING-LINE_FOOTING CONFIGURATIONS --- = j r-- -t -- --i - -- ;- ---h--------------r•:, NOTE: THE FOOTING CAPACITY TABLE ON THIS > SECTION "A" PAGE INDICATES THE MAXIMUM LOAD THAT CAN BE - PLACED ON THE VARIOUS FOOTING ' -F -4 - F------ - -_L.:.--, CONFIGURATIONS. THE MINIMUM LOADS FOR THE - ®' RIDGE BEAM SUPPORT POSTS HAVE BEEN • , -- r-- - -t - --1 ----- ---- hV ' SECTIbN "B"ESTABLISHED FOR EACH POST ON THE MODEL FLOOR PLAN ATTACHED TO THE FLAP IN THE BACK --1-------E------a--------------E OF THIS MANUAL. 0 AN --1-------;-------h:; FOR MIN. PIER LOAD POST DATA SECTION "C" ; CAPACITY UNDER RIDGE LIVE LOAD: 30 LBS. -' BEAM SUPPORT POSTS ;- -4------- ----p SEE FLOOR PLAN FOR MIN. PIER LABEL LOCATION I UNIT POST PIER LOAD' t LOAD CAPACITY UNDER A A 32 3,200 ® SUPPORT POST SIDEWALLS FOR TRIPLE A B 32 SECTION UNITS IF REQUIRED LOCATIONS B 14'-11/4" A 7 9,100 PROCEDURE 1. The location of the ridge beam support posts are designated by yellow labels along the floor mating line of the home, and on the floor plan by a square symbol containing a letter, for example © Post A)s always the first support post at the front or tow bar end of the section. 2. Review the first column in the table on the floor plan entitled 'POST DATA', for the minimum loads for each pair of support posts. I- 3. Using the same soil capacity column chosen for the main beam piers, select a footing and footing configuration that meets or exceeds the minimum loads from the table on the floor plan for each mating line pier. 4. The type of pier and footing selected under the support posts are to meet or exceed the minimum loads established for each mating line pier. NOTE: FOR A THIRD SECTION WITH TRANSVERSE ROOF DESIGN SEE PAGE 31 FOR MAIN BEAM AND SUPPORT POST PIERING REQUIREMENTS. NOTES 1. Due to the various loads required by each pair of support posts, footing configurations will most likely be different from post to post. See Example 1. 2. Single -stack concrete blocks supporting mating line footings may be oriented in either direction, either perpendicular to floor rim plate (as shown below) or parallel to rim. EXAMPLE Post HE has a minimum pier load of 3,200 lbs. Using 1000 lbs. soil capacity and 16" x 16" x 4" concrete pads, a double 16" x 16" x 4" footing is required under a single block pier at post location M. SUPPORT POSI DESIGNATED SINGLE BLOCK PIER CONCLUSION: THIS I00ting configutauutr uci,I cant' a maximum of 3500 lbs. &Y ONE HOME :CTION SHOWN )R CLARITY DOUBLE 16" X 16" X 4" PAD FOOTING B 1 14'-11/4" B 7 C 30'-41/4" A 7 8,900 C 30'-41/4" B 7 D 44'4" A 32 3,100 8,000 2000 3,500 32 EXAMPLE OF MINIMUM SUPPORT POST LOADS FOUND ON FLOOR PLAN 10,600 FOOTING CAPACITIES MAX. 8" x 16" x 4" CONCRETE PAD Soil Capacity DOUBLE (PSF) PAD TRIPLE 2 DOUBLE 2 TRIPLE PAD PADS PADS 1000 1,700 2,600 3,500 5,200 1500 2,600 4,000 5,300 8,000 2000 3,500 5,300 7,100 10,600 3000 1 5,200 1 8,000 1 10,600 16,000 4000 1 7,000 1 10,600 1 14,200 21,200 16" x 16" x 4" CONCRETE PAD Soil Capacity SINGLE (PSF) PAD DOUBLE 2DOUBLE PAD PADS' QUAD PADS 1000 1,700 3,500 7,000, 7,000 1500 2,600 5,300 10,600 10,600 2000 3,500 1 7,100 14,200 14,200 3000 5,200 10,600 1 21,200 21,200 4onn__L2,000_1 14,200 1 28,400. 28,400 r2 x 12 x 24" WOOD Soil Capacity SINGLE (PSF) PAD DOUBLE PADS TRIPLE PADS 6: 1000-_ _2,000 "4,000 6,000 1500 3,000 6,000 9,000 2000 4,000 8,000 12,000 3000 6,000 12,000 18,000 4000 8,000 16,000 24,000 Multiple Section Installation Manual for WZ-1 N� Fl. EE7W000. Page 32 Copyright 0 2004 by Fleetwood Enterprises Inc. MATING LINE SUPPORT POST PIERS USING CONCRETE BLOCK ONLY ONE HOME SECTION SHOWN FOR CLARITY MATING ` XI ` +� .a j ,`: ,• ;'t� WALL `LABELED LINE WOOD .l ; •', G- STRAP(S) WOOD .i', it _ �_,, •,�Y= `,�� li, WEDGES y� CAP BLOCK WOOD DOUBLE WEDGES BLOCK PIER IF REQUIRED Center of pier may be set back a maximum of 12" from end of home. PIER AT END WALL .CAP BLOCK. SINGLE BLOCK . DOUBLE BLOCK PIER(S) AT SUPPORT POSTS 1l1 ...... -. AP1 t-. t --n n• MAM% WEDGES CAP BLOCK CAP BLOCK NIS SECOND PIER IF REQUIRED \ For multiple piers at G -strap each - pier need only support half of the total support post load. PIER(S) AT SUPPORT POSTS MATING LINE SUPPORT POST PIERS USING COMMERCIAL METAL PIERS 9" 9., MAX ONLY ONE HOME MAX SUPPORT SECTION SHOWN I SUPPORT . POSTPOST OR FOR CLARITY PIER ••;`-';; ,+ CENTERLINE ,` •.,�. MATING LINEf 1`Z END OF FLOOR Centerline of pier may be set back a maximum of 12" from end of home. PIER AT END WALL A`' r`r:' SECOND PIER IF REQUIRED 18" MAX PIER(S) AT SUPPORT POSTS (WITHOUT LABELED G -STRAP) MATING, WALL ONLY ONE HOME SECTION SHOWN FOR CLARITY , -LABELED G -STRAP SECOND PIER IF REQUIRED >18 MAX PIER(S) AT SUPPORT POSTS (WITH LABELED G -STRAP) TIEDOWN OF LABELED G -STRAPS AT SUPPORT POST IL LOCATIONS r LABELED G-1 SINGLE ANCHOR NEED STRAPS ONLY DEVELOP 3150 LBS ALLOWABLE LOAD. BOTH STRAPS MAY BE FASTENED TO A'SINGLE ANCHOR HEAD. LABELED G-1 STRAPS LABELED G-2 STRAPS 'F \ STRAPS MUST BE FASTENED TO INDIVIDUAL ANCHORS Each anchor must develop 3150 lbs. allowable load. No stabilizer plate is required for ground anchor at labeled G -strap along mating line. LABELED G-2 STRAPS Multiple Section Installation Manual for WZA 'c Fl. EE7WOO 0. Page 33 • - Copyright 02004 by Fleetwood Enterprises Inc. ONLY ONE HOME SUPPORT` POSTS 916 -POST X4rl. "4 l SUPPORT POSTS 4:17- SECTION SHOWN FOR CLARITY � SUPPORT OR I MATING ONLY ONE HOME SECTION SHOWN FOR CLARITY MATING ` XI ` +� .a j ,`: ,• ;'t� WALL `LABELED LINE WOOD .l ; •', G- STRAP(S) WOOD .i', it _ �_,, •,�Y= `,�� li, WEDGES y� CAP BLOCK WOOD DOUBLE WEDGES BLOCK PIER IF REQUIRED Center of pier may be set back a maximum of 12" from end of home. PIER AT END WALL .CAP BLOCK. SINGLE BLOCK . DOUBLE BLOCK PIER(S) AT SUPPORT POSTS 1l1 ...... -. AP1 t-. t --n n• MAM% WEDGES CAP BLOCK CAP BLOCK NIS SECOND PIER IF REQUIRED \ For multiple piers at G -strap each - pier need only support half of the total support post load. PIER(S) AT SUPPORT POSTS MATING LINE SUPPORT POST PIERS USING COMMERCIAL METAL PIERS 9" 9., MAX ONLY ONE HOME MAX SUPPORT SECTION SHOWN I SUPPORT . POSTPOST OR FOR CLARITY PIER ••;`-';; ,+ CENTERLINE ,` •.,�. MATING LINEf 1`Z END OF FLOOR Centerline of pier may be set back a maximum of 12" from end of home. PIER AT END WALL A`' r`r:' SECOND PIER IF REQUIRED 18" MAX PIER(S) AT SUPPORT POSTS (WITHOUT LABELED G -STRAP) MATING, WALL ONLY ONE HOME SECTION SHOWN FOR CLARITY , -LABELED G -STRAP SECOND PIER IF REQUIRED >18 MAX PIER(S) AT SUPPORT POSTS (WITH LABELED G -STRAP) TIEDOWN OF LABELED G -STRAPS AT SUPPORT POST IL LOCATIONS r LABELED G-1 SINGLE ANCHOR NEED STRAPS ONLY DEVELOP 3150 LBS ALLOWABLE LOAD. BOTH STRAPS MAY BE FASTENED TO A'SINGLE ANCHOR HEAD. LABELED G-1 STRAPS LABELED G-2 STRAPS 'F \ STRAPS MUST BE FASTENED TO INDIVIDUAL ANCHORS Each anchor must develop 3150 lbs. allowable load. No stabilizer plate is required for ground anchor at labeled G -strap along mating line. LABELED G-2 STRAPS Multiple Section Installation Manual for WZA 'c Fl. EE7WOO 0. Page 33 • - Copyright 02004 by Fleetwood Enterprises Inc. 4 X 14 BEAM {SPF #2) 13,500 LBS. MAX. LOAD WOOD WEDGES BLOCK Z TO BE USED WITH: t 8" X 16" X 4" TRIPLE PAD D 16" X 16" X 4" QUAD AD l2A 2 X 12 X 24" DOUBLE PAD SEE TABLES FOR CAPACITIES Twin Concrete Block Piers At Mating Line Support Post 8" x 16" x 4" CONCRETE PADS SOIL CAPACITY (PSF) SUPPORT 1000 5200 1500 POST�, 4 X 10 BEAM (SPF #2) SUPPORT 3000 CeQ t ; 11,700 LBS. MAX. LOAD POST*' '• 10,600 ' ri; -` 4 X 12 BEAM (SPF #2) -' 2000 '•y;; 15,500 LBS. MAX. LOAD 2000 10,600 3000 15,500' 15,500' 3000 13,500' WOOD WEDGES 15,500' WOOD.,;; 4000 13,500' ' WEDGES (; •' AP BLOCK CAP BLOCK � r.1 2 �p.'I�•l$ TO USED WITH SEE TABLES FOR CAPACITIES SEE TABLES FOR TO BE USED WITH.' ,_BE 8" X 16" X 4" TRIPLE PAD CAPACITIES . g" X 16" X 4" TRIPLE PAD 16" X 16" X 4" DOUBLE PAD Twin Concrete Block Piers At Mating Line Support Post 16" X 16" X 4" DOUBLE PAD i 2 X 12 X 24" DOUBLE PAD SUPPORT POST: SUPPORT / a ,• ; * X; I ' �� 4 X 14 BEAM POST �:-4i SPF #2) 13.500 LBS. MAX- LOAD 4 X 14 BEAM {SPF #2) 13,500 LBS. MAX. LOAD WOOD WEDGES BLOCK Z TO BE USED WITH: t 8" X 16" X 4" TRIPLE PAD D 16" X 16" X 4" QUAD AD l2A 2 X 12 X 24" DOUBLE PAD SEE TABLES FOR CAPACITIES Twin Concrete Block Piers At Mating Line Support Post 8" x 16" x 4" CONCRETE PADS SOIL CAPACITY (PSF) 2 EACH TRIPLE PADS 1000 5200 1500 8000 2000 10,600 3000 15,500' 4000 15,500' TO BE USED WITH: - 8" X 16" X 4" TRIPLE PAD SEE TABLES FOR 16" X 16" X 4" DOUBLE PAD CAPACITIES 2 X 12 X 24" DOUBLE PAD Twin Metal Piers At Mating Line Support Post 16" x 16" x 4" CONCRETE PADS 2 x 12 x 24" WOOD PADS SOIL CAPACITY (PSF) 2 EACH DOUBLE PADS 2 EACH QUAD PADS SOIL CAPACITY (PSF) 2 EACH DOUBLE PADS 1000 7000 14,000 1000 8000 1500 10,600 15,500' 1500 12,000 2000 14,200 15,500' 2000 10,600 3000 15,500' 15,500' 3000 13,500' 4000 15,500' 15,500' 4000 13,500' - Pad capacity limited by beam capacity. Note: 1. All capacities shown are based on the footing capacity. Individual piers must also be capable of the capacity shown or the configuration must be reduced to match the pier capacity: Multiple Section Installation Manual for WZ-1 �� FLEETWQO�D, Page 34 Copyright ® 2004 by Fleetwood Enterprises Inc ,1 y SUPPORT 11 SUPPORT POST 2 yy� 2 -4 X 10 BEAMS (SPF #2) (NOTE 1) 11,700 LBS. MAX. LOAD 2 - 4 X 12 BEAM (SPF #2) (NOTE 1) 15,500 LBS. MAX. LOAD WOOD WEDGES AP BLOCK Z \�� TO BE USED WITH: �j 8" X 16" X 4" TRIPLE PAD 16" X 16" X 4" DOUBLE PAD 2" X 12" X 24" DOUBLE PAD `V6 TABLES FOR CAPACITIES 2 - 4 X 14 BEAMS (SPF #2) 13,500 LBS. MAX. LOAD (NOTE 1) WOOD WEDGES AP BLOCK f TO BE USED WITH: ti 8" X 16" X 4" TRIPLE PAD 16" X 16" X 4" DOUBLE PAD �p� 1 16" X 16" X 4" QUAD PAD 2" X 12" X 24" DOUBLE PAD,_ SEE TABLES FOR CAPACITIES Twin Concrete Block Piers At Mating Line Support Post With G -Strap, NOTE: - 1. Double beam must be size shown due to Engineering' calculation (shear critical). _� QNo. 11481 �� • Multiple Section Installation Manual for WZ-1-FLEE7WaOP. Page 35 Copyright 0.2004 by Fleetwood Enterprises Inc. 1� PORCHES PO4LH .- LAY BEAT, VARIOUSPORCH LOCATION MAY BE ON ONE .- MORE III��L�LILIIIIIIIIIIII ILII III I a M _ Z �I����i���ili FOOTING CONFIGURATIONS Jti > a to D'w . .� rn a" U8 U FOOTING AND PIERS UNDER THE MAIN BEAMS DCD1hACTCD CrInTrAll-1 An OF THE PORCH SHOULD BE THE SAME TYPE, CONFIGURATION, AND SPACING AS DETERMINED FOR THE MAIN BEAMS OF THE MAIN SECTION(S) OF THE HOME. FRONT VIEW BE LOCATED AT EACH PORCH POST v�V LOCATION. SEE PROCEDURE (BELOW) TO DETERMINE FOOTING CONFIGURATION. SIDE VIEW CAUTION: AREA UNDER PORCH SHOULD NOT BE GRADED OR ENCLOSED BY A FOUNDATION THAT PREVENTS WATER FROM DRAINING AWAY FROM THE HOME. FOUNDATION OR SKIRTING SHALL FOLLOW THE EXTERIOR WALL OF THE MAIN SECTION(S). NOTE: WHEN A SECTION OF A MULTI SECTION HOME IS ONLY A PORCH, MAIN BEAM AND PERIMETER FOOTINGS AND PIERS ARE DETERMINED AS OUTLINED ON THIS PAGE. PORCH POSTS SUPPORTED BY FRONT OR REAR FULL WIDTH METAL FRAME CROSSMEMBER DO NOT REQUIRE PIERS. PERIMETER FOOTINGS UNDER PORCH POSTS PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Determine the spacing of the porch posts. 4. Follow that line across the table to determine the type of footing configuration. PERIMETER FOOTING CONFIGURATION BASED ON PORCH POST SPACING - MAX. 14 WIDE SECTION a M _ Z d FOOTING CONFIGURATIONS Jti > a to D'w . .� rn a" U8 U 16"x16"x4" 8"x16"x4" 2x12x24" to $ o a° a Concrete Pad Concrete Pad Wood Pad a rn in 1000 SINGLE DOUBLE SINGLE 20.30 TO 1500 SINGLE DOUBLE SINGLE & 40 2000 to 2000 to SINGLE DOUBLE SINGLE 4'-0" OVER 4000 SINGLE DOUBLE SINGLE DOUBLE TRIPLE 1000 SINGLE DOUBLE SINGLE 1500 SINGLE DOUBLE SINGLE 20 2000 to 8'-0" 2000 to 4000 4000 OVER SINGLE DOUBLE SINGLE 1000 1000 DOUBLE TRIPLE SINGLE DOUBLE TRIPLE 4'-0" 1500 SINGLE DOUBLE SINGLE 30 TO SINGLE DOUBLE 6'-0" 2000 to 4000 4000 MAX SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE SINGLE DOUBLE SINGLE 401500 2000 to 4000 SINGLE DOUBLE SINGLE NOTES: 1. Length of porch can be subtracted from length of main section when determining longitudinal tiedown strap requirements. 2. See page 49 to see if longitudinal strap requirements apply. PERIMETER FOOTING CONFIGURATION BASED ON PORCH POST SPACING - MAX. 14 WIDE SECTION (cont'd) o c y at FOOTING CONFIGURATIONS J a t6 C' C- a- .2: x U a rn tc 55 16"x16"x4" 8"x16"x4" 2x12x24" oto o a° `0a Concrete Pad Concrete Pad Wood Pad a in 1000 DOUBLE TRIPLE DOUBLE SINGLE DOUBLE SINGLE 201500 2000 to SINGLE DOUBLE SINGLE 4000 OVER 1000 DOUBLE TRIPLE DOUBLE 6'-0" 1500 SINGLE DOUBLE SINGLE 30 TO 2000 to 8'-0" 4000 MAX SINGLE DOUBLE SINGLE 1000 DOUBLE N/A DOUBLE 1500 DOUBLE TRIPLE DOUBLE 40 2000 to SINGLE DOUBLE SINGLE 4000 Multiple Section Installation Manual for WZ-1 �FLEETWO00. Page 36 Copyright 0 2004 by Flftt w d Enterprises Inc. DECKS DECK OPENING(S) MAY BE AT VARIOUS LOCATIONS. DECK LOCATION MAY BE ON ONE OR MORE SECTIONS OF HOME. FRONT VIEW MAIN SECTIC MAIN BEAMS OF THE DECK SHOULD BE THE SAME TYPE, CONFIGURATION AND SPACING AS DETERMINED FOR THE MAIN BEAMS OF THE MAIN SECTION(S) OF THE HOME. SIDE VIEW CAUTION: DECK AREA SHOULD NOT BE ENCLOSED BY A FOUNDATION OR SKIRTING THAT PREVENTS WATER FROM DRAINING AWAY FROM THE HOME. (SEE BELOW). FOUNDATION OR SKIRTING SHOULD FOLLOW THE EXTERIOR WALL OF THE MAIN SECTION(S). 1. Length of deck can be subtracted from length of main 3. Decorative skirting or. underpinning may be used around section when determining longitudinal tiedown strap the deck area as long as holes br gaps are provided to requirements allow sufficient drainage of rain runoff from under the 2. See page 49 to see if Longitudinal Strap requirements' deck. Ground under porch should be graded to prevent apply. water runoff from collecting under rest of the home. LM Multiple Section Installation Manual for WZ-1 Nc FLEETW000 Page 37 Copyright ®2004 by Fleetwood Enterprises Inc. Multiple Section Installation Manual for WZ-1 'FLEETWOOD, Page 38 Copydght ®2004 by Fleetvrood Enteryrises Inc. , �t Multiple Section Installation Manual for WZ-1 'FLEETWOOD, Page 38 Copydght ®2004 by Fleetvrood Enteryrises Inc. , CHAPTER 5 INSTALLATION PROCEDURE POSITIONING AND LEVELING OF THE SECTION(S) WHEN SITE PREPARTATION IS COMPLETE AND YOU HAVE SELECTED FOOTING AND PIER TYPES, YOU MAY NOW BEGIN INITIAL INSTALLATION OF THE HOME. WARNING: THE HOME'S STRUCTURE WEIGHS SEVERAL TONS! ADEQUATE SUPPORT BLOCKING MUST BE USED TO SAFEGUARD PERSONNEL AND THE STRUCTURE DURING ALL INSTALLATION PROCEDURES. PERSONNEL SHOULD NOT BE PERMITTED TO WORK UNDER THE HOME WHERE THEY MIGHT BE INJURED IF 'THE HOME ACCIDENTALLY SLIPS DURING THE INSTALLATION PROCESS. DURING LEVELING, TAKE CARE TO AVOID STRESSING THE HOME. EXCESSIVE AND/OR NON-UNIFORM JACKING DURING THE LEVELING PROCESS WILL CAUSE THE HOME TO BE RACKED AND TWISTED AND MAY RESULT IN DAMAGE TO THE HOME. MAIN BEAM JACKING PLATE MADE FROM 3/16" X 4" X 12"-18" LONG C -CHANNEL. (SUGGESTED SIZE: C4 X 5.4 LBS/FT) WARNING: TO PREVENT THE HOME FROM SLIPPING OFF THE JACK, USE JACKING PLATES OR OTHER EQUIVALENT MEANS WHEN JACKING 1/4" x.1 1/2" x 12" MIN. THE FRAME MAIN BEAM. BE SURE TO PLATE ADEQUATELY DISTRIBUTE THE CONCENTRATED LOAD OF THE JACK HEAD TO THE FRAME MEMBERS. THIS WILL AVOID DAMAGE TO THE R BEAM AND PRESERVE THE WARRANTY. ROUND PIPE (WITH 1/8" MAX. SEE DETAIL FOR RECOMMENDED JACKING CLEARANCE FOR JACKING HEAD) PLATE ASSEMBLY. 1/8„ X 1" APPROXIMATE DEPTH. MAIN BEAM JACKING PLATE ASSEMBLY THIS ASSEMBLY IS NOT PROVIDED BY HOME MANUFACTURER On multi -section homes, remove all the plastic covering and all shipping braces from the open side of the first section. (You may elect at this time to remove all the plastic covering and braces from the other section or sections.) MOVE THE SINGLE SECTION OR THE FIRST SECTION OF THE HOME INTO ITS DESIRED FINAL POSITION. RAISE TOW BAR LEVELING WITH JACK TOW BAR—\ I Using the tow bar jack, raise the tow bar to a height slightly higher than the intended height of the footings and piers. Block under the tow bar with 2 x 4's, 2 x 6's or 2 x 12 cribbing SUPPORT WITH 2 X 4, 2 x 6 JACK or attach tow bar to truck/tractor to prevent the section from BLOCKS OR 2 X 12 CRIBBING SUPPORT falling if the jack fails. (Raise higher with hydraulic jack if ACROSS TOW BAR FRAME OR BLOCK additional height is required.) SUPPORT WITH TRUCK/TRACTOR CONNECTED TO TOW BAR Place minimum 12 ton rated hydraulic jacks in front of and behind the axle assembly under both main beams. Make sure these jacks have jacking plates under the bottom main beam flanges and have a firm base under the jacks before raising the remainder of the section slightly higher than the intended height of the footings and piers. Operate all jacks simultaneously to prevent excessive stress on the main beams. NOTE JACKING PLATE In order to level the section, it is recommended that a water level method be used to ensure all pier supports are at the same height before lowering the section to its final supported position. SEE THE FOLLOWING PAGE FOR THE PROCEDURE ON USING A WATER LEVEL. Multiple Section Installation Manual for WZ-1 FLEE7woOD. Page 39 Copyright ®2004 by Fleetwood Enterprises Inc. POSITIONING AND LEVELING OF THE SECTIONS (cont'd.) PROCEDURE ON USING A WATER LEVEL 1. Position water container adjacent to the section that permits length of plastic tubing and valve to reach all pier locations. 2. Lay out plastic tubing, away from traffic areas, checking to make sure it is not compressed or kinked. Make sure installation materials are not placed on tubing. 3. Fill container with colored water. 4. Hold the valve below the level of the water container, open the valve to bleed out any air. Close valve. 5. Locate the tubing adjacent to a pier that is set to the desired final height of the home. Position the valve above the pier and open the valve. Move the water container up or down to where the water level in the tubing is at the desired final height of the pier. Maintain the water container at that position. Close valve. 6. Move tubing to the next pier. Locate the valve above the pier and open the valve. Set the pier height to the level of the water in the tubing. Close the valve. Repeat this step until all piers are at the same level. 7. Lower section onto piers. ULTI-SECTION INTERIOR LEVELING PROCEDURE: 1 Check level of floor from front to rear direction. (With water level) 2 Check level of floor across the section width. ORaise section and adjust pier wedges in all areas not level or plumb. OAfter leveling is complete check all windows, interior and exterior doors to make sure they operate freely without binding. WIRE OR STRAP TO HOLD VALVE ABOVE WATER LINI WATER VALVE LEVEL. WATER WATER CONTAINER LINE MAIN BEAM PIER. CONCRETE BLOCK SHOWN (TYPICAL) PLASTIC TUBING i �i WATER LEVEL APPLICATION FOLD OVER TO DOUBLE THICKNESS ON ONE SECTION ONLY. FASTEN TO MATING LINE SURFACE WITH NAILS OR STAPLES TO HOLD IN PLACE MATING LINE SURFACE SILL SEALER INSTALLATION (NOTE 5) AS AN ALTERNATE TO SILL SEALER, A MATING LINE GASKET MAY BE INSTALLED IN FACTORY OR AT HOME SITE. MATING LINE GASKET INSTALLATION (NOTE 5) OOn multi -sections, install strips of sill sealer around the ceiling (at the ceiling panel location), endwalls and floor mating line. Fasten sill sealer with staples or nails to secure in place. Aerosol dispensed polyurethane foams, such as Enerfoam, or mating line gasket may be substituted for sill sealer. Do not use carpet pad or fiberglass insulation for this application. CAUTION: SPECIAL CARE MUST BE TAKEN TO ENSURE THAT THIS MATING LINE JOINT IS TIGHT TO RESIST AIR INFILTRATION AND MINIMIZE CONDENSATION. Multiple Section Installation Manual for WZ-1 NOV-FLEETWOW. Page 40 Copyright 0 2004 by Fleetwood EnUrprbes Inc. POSITIONING AND LEVELING OF THE SECTIONS (cont'd. ) CONTINUE AS FOLLOWS FOR POSITIONING AND LEVELING THE NEXT SECTION. NOTE: BEFORE MOVING THE SECOND SECTION INTO POSITION, BE SURE THE GROUND IS LEVEL WHERE THE INSIDE WHEELS (NEXT TO THE MATING LINE) WILL REST. THIS WILL HELP IN SLIDING THE SECTIONS TOGETHER. PROCEDURE 1: Draw the two sections together using chain binder "come -a -longs'', rollers or skid boards. -2. With the two sections together, but with no fasteners installed, check the alignment of the end walls, interior walls, ceiling and floor. 3. Position the second section to bring the floor seams flush, keeping the roof slightly apart and the end walls aligned at the floor. At this time, place piers only under the inside main beam. Fasten the floor together with lag screws per the details on page 43. 4. Close the gap in the ceiling by raising the outside main beam. Use three hydraulic jacks, one placed, behind the axles, one in front of the axles, and the third approximately half -way between the front of the axles and front tow bar. Additional jacks may be required along the sidewall to aid in closing up the ceiling gap. 5. Complete the piering under the outside main beam, if roof alignment is needed, see details below. 6. Fasten the roofs together per the details on page 44 or 45. TO ALIGN THE ROOF VERTICALLY: PAD ON CEILING SECTION TO BE RAISED NOTE: BE SURE THE CEILING PANELS FROM EACH SECTION ARE FLUSH AT THE MATING LINE BEFORE THE ROOF IS TOTALLY FASTENED. IF THEY ARE NOT FLUSH, ONE PERSON SHOULD WORK INSIDE,TO - RAISE THE LOW SIDE AS NEEDED BY USING A WOOD OR -METAL PAD AT THE TOP AND JACKING UNDER A WOOD POST OR SECTION OF STEEL PIPE. PLACE THE BASE OF THE JACK ACROSS THE FLOOR MATING LINE TO DISTRIBUTE THE LOADS TO BOTH j SECTIONS. JACK AGAINST THE CEILING ONLY IN BASE OVER BOTH AREAS TO BE COVERED LATER WITH TRIM FLOORS AT MATING .. MOLDING. SEE DETAIL. LINE Multiple Section Installation Manual for WZ-1 �FLEETW41DD, Page 41 Copyright 0 2004 by Fleetwood Enterprises Inc. POSITIONING AND LEVELING OF THE SECTIONS (cont'd.) TO ALIGN THE ROOF HORIZONTAL: NOTE: IF THE ROOF OR END WALLS OF THE HOME ARE NOT PROPERLY ALIGNED DURING THE POSITIONING AND LEVELING PROCESS IT IS RECOMMENDED TO USE ONE OF THE FOLLOWING METHODS TO CORRECT THE SITUATION: 1. Roof Racking Plates - To reduce stress cracks that could develop during alignment in drywall homes, use racking plates to move each roof section equally. Position the two plates approximately 6' to 8' apart and securely fasten each to separate ridgebeams. Connect a chain binder "come -a -long" to each racking plate and carefully pull the roof section together until properly aligned. Note: For safety, chain binders should be oversized but take care not to overstress the roof section. (Cont. on next page) HOLES HOLES FOR SCREWS 24" LONG ANGLE (APPROX. 3/8" X 4" X 4") 2. Floor Jacking - CHAIN BINDER Roof Racking Plate CHAIN RACKING PLATE (SEE BELOW) A. IF THE ROOF MUST BE MOVED FORWARD .... With the main beams evenly supported, carefully raise the outside rear comer and lower the outside front comer. The roof should move forward until the end walls become even at the top. When the walls and ceiling joints are even, raise the outside main beam evenly at the front and rear to close the ceiling gap. Fasten the roofs together. Return section to level position. B. IF THE ROOF MUST BE MOVED BACKWARD .... With the main beams evenly supported, carefully raise the outside front corner and lower the outside rear comer. The roof should move back until the end walls become even at the top. When the walls and ceiling joints are even, raise the outside main beam evenly at the front and rear to close the ceiling gap. Fasten the roofs together. Return section to level position. C. As an alternate, a jack head may be placed at the end of the crossmember on or near the bolts that secure the endwall to the crossmember. Jacking at this location distributes the loads more equally throughout the structure. 3. If nails and staples are not removed from the centerline of the home, movement of the two sections is substantially prohibited. Properly placing a wooden rod, such as a clothes pole or broom handle, can make movement of the two sections easier. IF THE HOME IS COMPRISED OF MORE THAN TWO SECTIONS, REPEAT THE PROCEDURE OUTLINED ON THIS PAGE AND THE PREVIOUS PAGE. Multiple Section Installation Manual for WZ-1 NWV"FLEETW000. Page 42 Copyright 8 2004 by Fleetwood Enterprises Inc. DETAIL 'A' MATING LINE GASKET FLOOR CONNECTIONS INE GASKET EG�G DECKING Pip 1/2 THE DISTANCE OF MAXIMUM Fps SPACING IN TABLE „O FLOOR DECKING METHOD 1 LAG SCREW MAXIMUM SPACING WIND MAX.O.C.tSTAGGERED ZONE SPACING' 1 36" r 18- 2 X RIM PLATES ALONG MATING LINE 3/8" X 6" MIN. LAG SCREWS. (MAX. SPACING PER TABLE) DETAIL 'B' Note: 1. Bottom board not shown for clarity. 2. Holes in bottom board created by lag screws must be patched with a vinyl tape designed for repairing tears or holes. METHOD 2 WHEN THE TWO SECTIONS ARE IN PLACE (ALIGNED AND LEVELED), CLOSE UP THE GAPS BETWEEN FLOORS (1 -WIDE MAXIMUM) WHICH DO NOT EXTEND THE FULL LENGTH OF THE HOME WITH LUMBER OR PLYWOOD SHIMS. THE LAG SCREWS IN THE SHIMMED PORTION MAY NEED TO BE LONGER BY THE THICKNESS OF THE SHIM TO ENSURE THAT THEY ENGAGE BOTH OF THE FLOOR RIM PLATES. MATING LINE GAP FILLER 3/8" X 6" MIN. LAG SCREWS. HEADS SHOULD BE RECESSED INTO FLOOR DECKING. FILL RECESS WITH WOOD PUTTY OR WATER BASED PUTTY. MATING LINE FLOOR DECKING 1/2 THE DISTANCE OF MAXIMUM - - SPACING IN TABLE' MATING LINE GASKET FLOOR DECKING , F SEE TABLE FOR MAXIMUM SPACING 40 2 X RIM PLATES ALONG MATING LINE 3/8" X 3" MIN. LAG SCREWS. Note: (SEE TABLE FOR SPACING) 1. Bottom board not shown for clarity. 2. Holes in bottom board created by lag screws must be patched with a vinyl tape designed for repairing tears or holes. METHOD 3 INTERIOR SUPPORT POST FASTENING All interior ridge beam support posts are required to be screwed together.' #8 X 4" WOOD SCREWS AT 16" ON CENTER. EITHER FASTENING LOCATION SHOWN IS ACCEPTABLE. IF POST IS CONSTRUCTED FROM 2 X 4'S OR 2 X 6'S USE TOE -SCREW LOCATION. When either or both support posts have gypsum between MATING LINE them use longer screws to connect posts. " - Ridgebeam support posts which are not at the end of a wall or which do not align with a support post on the opposite half need not be fastened together. -INTERIOR SUPPORT POST CONFIGURATIONS (TYPICAL) Multiple Section Installation Manual for WZ-1 �FLEEMOOD, Page 43 Copyright 02004 by Fleetwood Enterprises Inc. SHINGLE ROOF CONNECTION CAUTION A PROTECTIVE COVERING MATERIAL (PLYWOOD, POLYETHYLENE, OR SIMILAR MATERIAL) MAY HAVE BEEN INSTALLED ON TOP OF THE SHINGLE ROOF AT THE FRONT OF THE HOME AND ALONG FORWARD FACES OF ANY DORMER. THIS MATERIAL WAS INSTALLED TO PREVENT SHINGLES FROM BLOWING OFF DURING TRANSIT. SEAL HOLES RESULTING FROM ANY FASTENERS USED TO SECURE THIS MATERIAL TO THE ROOF WITH A SILICONE OR ASPHALT -BASED SEALANT. LIFT THE TOP LAYER OF SHINGLES AND APPLY SEALANT TO THE HOLES IN THE SECOND LAYER OF SHINGLES ALSO. NOTES: 1. In addition to the lag screws required along the roof mating line, install a minimum 8" wide by 32 ga. minimum thick flashing along the roof ridge and fasten to the roof sheathing with minimum 1" crown x 1" length 16 ga. staples along each edge at 3" o.c. maximum (14 Wide max.) or 2 staples along each edge at 21/2" o.c. maximum (16 Wide max.). Fasteners may be staggered. 8" x 30 ga. Ironwood metal flashing must be fastened to the roof deck using 1" x 1" x 16 ga. staples. 2. This method may be used on homes whose sections are 16 feet maximum wide with rafters spaced 24" o.c. maximum. 3. Any manufacturing facility installed labeled G -straps found along the mating line are intended for shear wall tiedown only and shall be secured to a ground anchor. 4• Metal flashing may be located either directly below (as shown) or directly above "ply -dry" strip. WHEN THE TWO SECTIONS ARE IN PLACE (ALIGNED AND LEVELED), \ CLOSE UP GAPS BETWEEN RIDGE BEAMS (1" WIDE MAXIMUM) WHICH DO NOT EXTEND THE FULL LENGTH OF THE HOME WITH LUMBER OR PLYWOOD SHIMS AND FASTEN TO HOLD IN PLACE. J (FOR GAP AT ROOF PEAK SEE DETAIL A) MATING LINE GASKET 10" STRIP OF "PLY -DRY" 32 GA. MIN. FLASHING (SEE NOTE 1 AND 4) 3" LINE Detail - B (14 wide max.) RIDGE BEAM TOP CHORDS OR FILLER CHORDS RIDGE BEAM WEB --�— WHEN THE TWO SECTIONS ARE IN PLACE (ALIGNED AND LEVELED), CLOSE UP GAPS BETWEEN RIDGE BEAMS (1 -1/2 - WIDE MAXIMUM) WHICH DO NOT EXTEND THE FULL LENGTH OF THE HOME WITH LUMBER OR PLYWOOD SHIMS. THE LAG SCREWS IN THE SHIMMED PORTION MAY NEED TO BE LONGER BY THE THICKNESS OF THE SHIM TO ENSURE THAT THEY ENGAGE BOTH TOP CHORDS OF THE RIDGE BEAMS OR BOTH FILLER CHORDS. Detail - A 8"X 32 GA. MIN. GALV. METAL FLASHING. (OVERLAPS ARE PERMITTED BUT NO GAPS ARE PERMITTED) FASTEN WITH 1" X 1" X 16GA. STAPLES; .123" DIA. X 1/2" HEAD X 1 1/4" LONG ROOFING NAILS, OR #8 X 1 1/4" SHEETMETAL SCREWS AT 3" O.C. ALONG EACH EDGE OF FLASHING. SEE NOTE 1 FOR 32 GA. MATERIAL FASTENING AND INFORMATION ON 16 WIDE FASTENERS RIDGE BEAM RAFTER 1/2 THE DISTANCE OF MAX. CEILING SPACING IN TABLE BOARD 32 GA. MIN. (SEE NOTI 2FASTENER AT 2 1/2" MA; 10" STRIP OF F" 3/8"X 6" MIN. LAG SCREWS C\NO SSE S01 WITH WASHER THROUGH TOP CHORD OF BOTH RIDGE !� BEAMS. LAG SCREW MUST SPACING ENGAGE TOP CHORD OF 36" I 18" BOTH RIDGE BEAMS AND WEB OF OPPOSITE RIDGE \ BEAM (SEE DETAIL "A"). Detail - C (16 wide END WALL CONNECTION MATING LINE GASKET --\ I � EXTERIOR SIDING I I OR EXTERIOR SIDING I I UNDERLAYMENT � I TT I I I I I I I I 24" MAX. #8 x 4" WOOD SCREWS TOE -SCREWED AT 24" O.C. STAGGERED LAG SCREW MAXIMUM SPACING WIND MAX. O.C. .'STAGGERED ZONE SPACING 1 36" I 18" TAR TABS OF LAST FULL RIDGE CAP FINAL RIDGE CAPS "t1/2" (COVERTYPICALWITCH SIDE ROOFING K J GE \�GEGPp tt" CEMENT.) F\0) - Final Ridge Cap Installation Multiple Section Installation Manual for WZ-1 �� FLEET OW. Page 44 Copyright 02004 by Fleetwood Enterprises Inc. ALTERNATE ROOF CONNECTION REQUIRED FOR TJI RIDGEBEAM 3 PART RIDGE CAP AS ALT. UNDERLAYMENT SHOWN ON PAGE 44. LOCATION UNDERLAYMENT 1 1/2"x 18"x 26 GA STRAP AT 4'-0" O.C. FASTEN WITH 12 -.082 X 1 1/2" NAILS OR 12 - 7/16" X 1 1/2" X 16 GA STAPLES OR 12 - 1" X MIN. 1 1/2" X 16 GA. STAPLES OR 5 - #8 X 1 1/2" WOOD SCREWS EACH SIDE INTO RAFTER TOP CHORD.' ' I I I I BEND UP FLAPS. , 1 1 (ONE END OF STRAP APPLIED BY MANUFACTURING CENTER) I I RAFTER KING POST 1 1 I 1 1 1 1 RIDGE BEAM 1 1 WEB Peak Connection Notes: 1. Lag screw connections shown on page 44 are not required with this detail. 2. Special eave tiedown connections have been installed at the factory that allow the manufacturing facility to omit mating line labeled G -straps located at support posts that are typically required for uplift resistance. (See Note 3) 3. Any home factory -installed labeled G -straps found along the mating line are intended for shearwall tiedown and should be secured to a ground anchor. Multiple Section Installation Manual for WZ-1 "%c FLEEMOOD, Page 45 Copyright 02004 by Fleetwood Enterprises Inc. GROUND ANCHORS Ground anchors and tiedown straps, in addition to the piers, are installed to resist lifting, sliding and overturning forces resulting from high winds. On multi -section homes, sections must be fastened together and level before tiedown straps are installed. F� WARNING: A SUPPORT SYSTEM MUST BE INSTALLED WITH TIEDOWNS TO MEET FEDERAL INSTALLATION GUIDELINES. BEFORE GROUND ANCHOR INSTALLATION, DETERMINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRICAL CABLES, WATER LINES OR SEWER PIPING. FAILURE TO DETERMINE THE LOCATION OF UNDERGROUND UTILITIES, ESPECIALLY ELECTRICAL CABLES, MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. NOTE: THE TYPE OF GROUND ANCHORS SHOWN ARE TYPICAL. OTHER TYPES OF ANCHORS MAY BE USED PROVIDED THE MANUFACTURER'S INSTALLATION INSTRUCTIONS MEET THE SPECIFICATIONS AS OUTLINED ON PAGE 5. GROUND ANCHOR INSTALLATION a) Install end of anchors below the frost line. b) Install end of anchors 12 inches above the water table. c) Install anchors to their full depth. d) Install stabilizer plates to provide added resistance to anchor head movement. The use of stabilizer plates are required when anchor straps are loaded in any direction other than vertically. Consult anchor manufacturer's installation instructions for additional guidance. e) Install ground anchors according to the manufacturer's instructions. 1. Install anchor at a slight back -angle away from home to a depth of approximately 18 inches. 2. Postion stabilizer plate vertically approximately 2" to 3" from anchor shaft. 3. Drive stabilizer plate into the ground until it is at or slightly below ground level. 4. Continue to screw anchor into ground until head is level with top of stabilizer plate. 5. After anchor strap is installed in anchor head, tighten strap until head has moved flush with the stabilizer plate. GROUND ANCHOR MAY BE INSTALLED VERTICALLY WITHOUT STABILIZER PLATE AT LABELED G -STRAPS ALONG MATING WALL OR SIDEWALL. Proprietary Foundation Systems Any commercial, proprietary foundation system may be used for support of the home for gravity and/or wind loads as long as it complies with all of the following: • Listed by a nationally recognized third -party • Evaluated and approved by a professional engineer (any state) • Installed in complete accordance with the foundation manufacturer's instructions INITIAL GROUND ANCHOR POSITION kTE (NOTE d) Multiple Section Installation Manual for WZ-1 4WIF`FLEEM000, Page 46 Copyright ®2004 by Fleetwood Enterprises Inc. TIEDOWN STRAP SPACING MAXIMUM TIEDOWN STRAP SPACING MULTI -SECTION WZ I Nominal Height from Near Second Floor ground to Beam Beam Width (ft.) bottom of main Method Method beam (inches) 10 8" to 80" N/A 11'-8" 12 8" to 18" 12'-0" 19" to 80" N/A 11'-8" 13 8" to 18"' 12'-0" 19" to 24" 9'-0" 25" to 80" N/A 11'-8" 14 8" to 18" 14'-0" 19" to 36" 10'-6" — 37" to 80" N/A 11'-8" 16 8" to 18" 13'-0" 19" to 36" 10'-8" — 37" to 48" 9'-6" 49" to 80" N/A 11'-8" By tollowing the methods in the charts above the strap angle for the near beam method will not exceed 55 degrees from the horizontal. PROCEDURE: 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Follow that line across to the appropriate wind zone to determine the strap spacing. 4. ,The initial strap location from front or rear of home may, -be no more than two feet (2'-0") maximum. r 5. The,spacing for any strap may exceed the spacing shown ,up to 10% as long as the average spacing does not exceed the spacing shown. I 6. Approximately half of the length of the home may be at one anchor spacing and the other half may be at a different anchor spacing, based on the highest ground to main beam distance in each portion. 7. Heights are measured from ground to bottom of main beam but anchor strap must connect to the top of main beam. 8. The strap spacings shown apply to homes with maximum 90 in. high sidewalls and maximum 4:12 roof slopes. See supplemental information if these values are exceeded. r TIE STI 6" MAX IN EDGE OF TYPICAL STRAP INSTALLATION REQUIRED ON BOTH SIDES OF HOME BEAM PIER { Multiple Section Installation Manual for WZ-1 , WIF FLEETW4)OD, Page 47 ; Copyright 020134 by Fleetwood Enterprises Inc. TIEDOWN STRAPS NEAR BEAM METHOD Triple Section Marriage line piers and anchors omitted for rlarity_ SECOND BEAM . STRAPPING METHOD Triple Section NEAR BEAM METHOD Double Section b._ MA,&. I rr. SECOND BEAM STRAPPING METHOD Double Section TAG UNITS - NEAR BEAM METHOD Double Section With Tag TAG UNITS - SECOND BEAM METHOD Double Section With Tag Multiple.Section Installation Manual for WZ-1 '92r"FLEEMOW. Page 48 Copyright 02004 by Fleetwood Enterprises Inc. LONGITUDINAL TIEDOWN STRAPS AT FRONT AND REAR OF .THE HOME MATING LINE r OR SIDEWALL GROUND ------- -------- — ANCHOR 1 FLOOR MAIN'BEA – - PERIMETER SEE NOTE 41 NUMBER OF STRAPS REQUIRED AT EACH END OF HOME z z NUMBER OF SECTION WIDTH 0 SECTIONS 12' 14' 16' • DOUBLE 3 3 4 TRIPLE 4 5 6 TAG ''2 2 " • ------- Notes: 'Design not available 1. Always install Longitudinal Tie and Anchor Assembly on 30" t 6" (TYP.) both ends of the outer most main beams of home. CONNECTOR Where 3, 4, or 5 Longitudinal Ties & Anchors are SEE NOTE 3 AND 5 required, install on both ends of inner main beams. APPROX. 60" GROUND 2. Always install Longitudinal Tie & Anchor Assembly on (TYP. EACH STRAP) I ANCHOR both ends of outer most main beam of the Tag Section. (NOTES 3 & 4) Treat main section separately as a Double or Triple in a . accordance with the table. 3. Ground anchor should be a min. of 48" from any mating line anchor and a min. 24" from any sidewall anchor. FRONT OR REAR Connectors may be located along main beam far enough MAIN BEAM CROSSMEMBER. back to allow clearance. (MAY BE OTHER CONFIGURATION 4. Anchorage strap and accessories should be rated for (SEE NOTE 6) THAN SHOWN). min. 4725 lbs. capacity at a 45" angle to the ground. "H" (SEE NOTE 6) 5. Attach strap to slot of min. 3150 Ib. rated capacity GROUND TIEDOWN connector (min. 1.5 factor of safety) welded to the bottom LEVEL STRAP ` flange of the main beam. 6. Distance ("D") from anchor head to connector slot should be greater than height ("H") of main beam to ground GROUND ANCHOR level. AND STABILIZER PLATE 7. The strap spacings shown apply to homes with maximum 90" high sidewalls and maximum 4:12 roof slopes. See supplemental information if these values are exceeded. TRIPLE 4, 5 OR 6 TIES PER END (Interior tie locations may vary) DOUBLE - 3 OR 4 TIES PER END II II � II II � II II I II II II II ITT II II II II II II. II II al II II II II II II II II 11 II II II II II II n u II n II II II II TAG 2 TIES PER END (Anchors for main unit not shown for clarity) II II ' II II II II II II II I�r II II II II II II I II II II II II II II II II II II ) II II II II II II II II II II/ ' 11 II II II II II � II' II I I II II II II II II II II II II � II � II 11 � .II II II II II II II II II II II . II II II II II II Multiple Section Installation Manual for WZ-1F Page 49 Copyright 0 20134 by Fleetwood Enterprises Inc. TYPICAL MAIN'BEAM TIEDO.WN.STRAP INSTALLATION INSTRUCTIONS OTHER METHODS CONNECTING STRAP TO TOP OF MAIN BEAM MAY BE USED OWrap Strap Around Main Beam NOTE: Regardless of supplier's recommendations, the strap must be connected to the top of the main beam to prevent damage to the structure. OInsert the tension bolt into the anchor head and loosely attach the hex nut. qNy, Vj. I �O I � � I � � J I�> OConnect hook to top of main beam and connect other end of strap to anchor head. OPlace the strap through the slotted shank of the tension bolt and bend up to 90°. OWith the use of a 15/16" socket or open end wrench, rotate in a clockwise manner wrapping the strap around the tension bolt. OOnce tensioned to the point that O Once fully tensioned, align the If approved by the manufacturer, head for counter -clockwise resistance square neck of the bolt with the double anchors may be used appears, a 5/8" open end wrench square recess in the anchor head both diagonal and vertical tiedown should be used to hold the square and tighten the hex nut. This will strap tensioning. It is recommended neck while repositioning the 15/16" draw the two together and lock the that the diagonal tiedown strap be tensioning wrench which will enable system into it's final position. tensioned first: Follow Steps 4 through continued and final tensioning. 8 to install straps to anchor head. Repeat as required. CAUTION DO NOT TENSION TIEDOWN STRAPS ON ONE SIDE OF HOME ONLY. IF TENSIONING IS NOT PERFORMED EQUALLY ON ALTERNATE SIDES, THE HOME MAY BE PULLED OFF ITS SUPPORTS. Multiple Section Installation Manual for WZ-1 N4047FLEETWOOD, Page 50 Copyright ®2004 by Fleetwood Enterprises Inc. CPVC Water Distribution.System Crossover Connections PROCEDURE: ' 1: Each access panel is labeled 'REMOVE ACCESS FOR PLUMBING'. 2. Remove access panels from each section. 3. Remove caps and plugs on ends of crossover fittings. 4. Verify that each swivel fitting has a rubber washer inside. 5. Connect the hot and cold water pipes using the connectors installed on the ends of the pipe. The connector fittings are designed to be used without any lubricants or sealants. 6. Reposition the insulation around the pipes and replace the access panels. Connection Under Mating Line Rim Plates (1/2" CROSSOVER FITTINGS SHOWN) RUN THE PIPES THROUGH THE HOLES IN THE RIM PLATES TO MATING LINE THE NEXT SECTION AND RIM PLATES CONNECT PER STEP 5. ACCESS PANEL FRAME 1 1 I t 1 ' 1 f ACCESS PANELS t 4 Connection Through Mating Line Rim Plates (1/2" CROSSOVER'FITTINGS SHOWN) WRAP WITH TEFLON TAPE (TYPICAL BOTH HOT AND COLD CROSSOVERS) 3/4" FEMALE TRANSITION FITTING 3/4" TRANSITION UNION coo& cco 3/4" TRANSITION UNION 3/4" FEMALE TRANSITION FITTING 3/4" Crossover Connection Fittings Note: As an alternate crossover connection a 3/4" water heater flex connector with 3/4" male transition adapters at each end may be used (typical for both hot and cold). DRAIN PIPE CROSSOVER CONNECTIONS See information and diagram of site installed drain piping on page 56. DRAIN PIPE \-DRAIN PIPE O COUPLING PROVIDED. O COUPLING PROVIDED. FASTEN TO PIPING WITH CEMENT COUPLING TO CLAMPS END OF PIPES. CAUTION: SPECIAL ADHESIVES ARE REQUIRED FOR CONNECTING PVC AND ABS DRAIN PIPE. Multiple Section Installation Manual for WZ-1�FLEETWQIDD, Page 51 Copyright 02004 by Fleetwood Enterprises Inc. GAS CROSSOVER CONNECTION USING QUICK DISCONNECT If a quick disconnect is used to -connect the gas crossover it will be located below the floor -structure at the mating line of the home. PROCEDURE: 1 Remove any dust,caps in place. O2 With one hand, pull back on quick disconnect device, snap over quick disconnect adapter and release to complete crossover connection. The quick disconnect fitting is designed to be used without any lubricants or sealants. NOTE: DO NOT USE TOOLS TO CONNECT OR DISCONNECT THE QUICK DISCONNECT DEVICE FLEX CONNECTOR LISTED QUICK DISCONNECT FITTING TO MATCH PIPE METAL FLEX DEVICE INSTALLED TO SEAL SIZE CONNECTOR LISTED -7 SUPPLY SIDE PIPE FROM SUPPLY FOR EXTERIOR USE QUICK DISCONNECT CONNECTION 2 ADAPTER TO MATCH PIPE SIZE — DIRECTION OF FLOW GAS CROSSOVER CONNECTION USING MANUAL SHUTOFF VALVE BOTTOM NON -DISPLACEABLE FLARE TO MALE PIPE FLARE TO FEMALE BOARD ROTOR (NDR) VALVE — THREAD ADAPTER IPE THREAD FITTING ADAPTER FITTING Illlrli u t , —uimc% i IVIV yr rLvvv� BLACK ACK NIPPLE PIPE BLACK I PROTECTIVE COVERING (PLUG) FLEX CONNECTOR (SIZED TO MEET BTUH REQUIREMENTS) PROTECTIVE COVERING (CAP) Notes: 1. If fuel gas piping is required in more than one section of a home, the crossover assembly items necessary to complete the connection shall be factory installed. 2. Gas valve and flexible connection must be listed and approved for exterior use. Procedure: 1. Remove the installed black cap and nipple (or any other plug, such as a black iron plug) to provide a positive seal on the supply side. 2. Make the necessary connections and check for leaks. LACK Multiple Section Installation Manual for WZ-1 '9� FLEETWQOD, Page 52 . Copyright O 2004 by Fleetwood Enterprises Inc. 11 HEAT DUCT CROSSOVER CONNECTION PROCEDURE: duct collars that extend below the bottom board OLocate material on each section. Remove shipping close-up material from collars. OPull vinyl jacket and insulation back from core. Slide at least 1" of core over collar and up against bottom 2 board material. OSeal core to collar with at least 2 wraps of listed duct tape. Secure core to collar with galvanized metal strap and sheet metal screws or plastic tie strap. 4O Pull vinyl jacket and insulation up over collar and flush' OWrap 5 to the bottomboard material. duct tape around the vinyl jacket at least 2 times at the collar. QA mechanical clamp or plastic tie strap may also be used in place of, or in combination with, tape.) Make sure the bottomboard is sealed around the crossover duct vinyl jacket. 4 6 Arrange duct so that it reaches the other section of the home without any kinks or bends in the duct. Cut off and discard excess duct material to improve airflow. �> 7 Repeat steps 1 thru 5 at collar on other section or sections of home. Some homes may require the connection of a metal V -box adapter or vinyl flex Y -branch at the collar under the furnace. NOTE: CROSSOVER DUCTS TO BE INSULATED WITH MATERIAL HAVING A MINIMUM R-4 VALUE. i V -BOX ADAPTERS 9 FLEX DUCT i Y -BRANCH CONNECTION TO FLEX DUCT V -BOX ADAPTER V Follow steps 1 thru 6 for connection of flex duct ARRANGE DUCT UNDER FLOOR SO - IT IS NOT COMPRESSED OR KINKED IN ANY LOCATION CAUTION DO NOT PERMIT DUCT TO REST ON THE GROUND. SUPPORT OFF THE GROUND WITH TREATED WOOD, CONCRETE BLOCK MATERIAL OR OTHER ALTERNATE MATERIALS DUCT SUPPORTED OFF THE GROUND 4" MIN. Multiple Section Installation Manual for WZ-1 FLEE 000. Page 53 Copyright 02004 by Fleetwood Enterprises Inc. ELECTRICAL CROSSOVER CONNECTION WITH WIRE CONNECTORS BOXES LOCATED ON SAME SECTION AS MAIN PANEL BOX BER OF CROSSOVER BOXES VARY NOTE: SOME HOMES MAY HAVE MORE THAN ONE CROSSOVER. CHECK ALONG MATING LINE FOR OTHER LABELED ACCESS PANELS. WHT BLK WHT BLK GIRD Y GIRD TING LINE RIM JE PANEL ---GROUND LUG (METAL BOXES ONLY) SINGLE 15 OR 20 AMP CIRCUIT 14-2 OR 12-2 WITH GROUND APPROVED CONNECTORS APPROVED PLASTIC R METAL BOX (TYPICAL) RED WHT RED CLAMPS PER TYPE ® BLK (// _ -BOX USED (TYPICAL) GRD GRD ROUND LUG (METAL BOXES ONLY) 240V APPLIANCE CIRCUIT PROCEDURE: 1. Each access panel is labeled: REMOVE ACCESS FOR ELECTRICAL 2.. Remove access panels exposing boxes on one section and coiled wire from opposite section. . 3. Remove blank covers from boxes exposing wiring with approved connectors attached. 4. Wiring on both sections are identified by like colors (see code below) for correct connection of circuits. 5. Remove the wire connectors from the wiring in the boxes and connect the same colored circuits together. (Use knock outs and approved clamps to enter boxes and secure wires). Secure wiring entering the boxes within 8" of the box with Romex staple. 6. When all connections have been made, replace the blank covers on all boxes, reposition floor insulation and replace the access panels. CAUTION VERIFY THAT ALL CROSSOVER CIRCUITS PROTECTED BY A GFCI (GROUND FAULT CIRCUIT. INTERRUPTER) ARE CONNECTED TO THE PROPER CIRCUIT CONTINUATION BY IDENT[ FING THE CORRECTLY MARKED CIRCUIT WIRES. WIRE CODE BLK = Black WHT = White RED = Red GRD = Ground APPROVED CONNECTORS 'a WHT BLK � BLK � GR�GRD GRD - �/J� -• WHT WHT BLK gLK –GROUND LUG (METAL BOXES ONLY) DOUBLE 15 OR 20 AMP CIRCUITS 14-2 OR 12-2 WITH GROUND CONTINUOUS ELECTRICAL GROUND CONNECTION REAR MnST nl ITRIrrFR OP PROCEDURE: CRosSMEMi 1 • Uncoil and secure loose end of ground wire to solderiess lug on adjoining section or sections. 2. Make sure screw in solderless lug is tight against ground wire. 3. Be sure wire is snug against structure for protection. 4. Repeat procedure for triple section homes. Multiple Section Installation Manual for WZ-1 101;;__ -FLEE7WOW. Page 54 Copyright 6 2004 by Fleetwood.Enterprises Inc. • ELECTRICAL CROSSOVER WITH NM CONNECTION APPROVEDP ACCESS FLOOR JOIST NOTES: 1 • Electrical crossover to be used with NM cable only, 14-2 with ground and 12-2 with ground. 2. Crossover connector to be listed as re-mateable. NM CROSSOVER CONNECTORS SECURELY TAPED IN PLACE FOR LOOR DECKING SHIPPING COILED NM CABLE FOR ON SITE HOOK-UP OTTOM BOARD ACCESS COVER . Connector Before Installation Multiple Section Installation Manual for WZ-1 'c FLEEM000e Page 55 Copyright 0 2004 by Fleetwood Enterprises Inc. INSTALLATION INSTRUCTIONS FOR SITE INSTALLED DRAIN WASTE SYSTEMS Due to possible damage during transit, portions of the drain waste system that are below the floor may not have been installed at the home manufacturing facility. All materials required to complete the system have been shipped as loose items in the home. To ensure the drain waste system is installed correctly, please read the following instructions before starting work to familiarize yourself with the proper sequence of steps. BEFORE YOU BEGIN 1. Locate the drain waste plumbing schematic attached to the flap at the back of this manual and carefully review the layout. All drain piping and fittings marked with an astdrisk (") on the schematic drawing are to be installed. 2. Lay out all loose plumbing parts on the ground under the home in correct relationship to the drain waste schematic drawing. To insure the correct flow of waste in the assembled drain system, use all piping and fittings exactly as indicated. PROCEDURE: O1 Remove shipping covers from all exposed piping or fittings that extend below the bottomboard. t`2 Inspect piping and fittings to be sure they are clean and free of burrs. O3 Be sure to connect all pipe and fittings according to the cement manufacturer's instructions that are provided. OStart the drain assembly at the most remote exposed piping dropout from the outlet and work towards the outlet location. 5 Use temporary blocking or support for the assembled drain piping to achieve a slope towards the outlet of at least 1/4 inch per foot. j © If a crossover connection is required use one of the methods shown on page 51. 7 When all connections have been completed, relocate the temporary slope blocking to no more than 4 feet apart for permanent drain piping support. (See diagram on page 57 for recommended method of support). BOTTOM BOARD OF HOME (TYPICAL) BOTTOM BOARD OF HOME (TYPICAL) l O� OFFV 6 FINISH HERE a OUTLET CROSSOVER CONNECTION START HERE EXAMPLE OF SITE INSTALLED DRAIN FLUMBINU Multiple Section Installation Manual for WZ-1 2; 7 FLEETWOOD, Page 56 . Copyright 02004 by Fleetwood Enterprises Inc. DRAIN PIPING SUPPORTS ' `- v "41. r NGLE ROSSMEMI YPICAL) PLUMBERS TAPE,OM BOARD PLASTIC STRAPPINMBER OTHER SUITABLEMATERIAL (TYPICAL DRAIN PIPE WITH MINIMUM SLOPE TOWARDS OUTLET DRAIN PIPING SUPPORTS INSIDE OF MAIN BEAM 1O Add minimum 1 x 3 lumber between frame angle crossmembers directly above drain piping by pushing up on the bottomboard and resting the lumber on the top or inside of the angle leg as shown. Wrap support strapping around piping and fasten strapping to wide face of framing material with screws. 3 Other methods to provide support may be used to maintain minimum pipe slope requirements. There is no maximum drain slope. 4 Protect lumber material from moisture. O5 For drain configuration shown above, the fitting must be Long Tum Elbow only. PLUMBERS TAPE, PLASTIC - STRAPPING OR OTHER SUITABLE MATERIAL FASTENED TO FLOOR JOIST RIM PLATE JOIST (TYPICAL) , THROUGH BOTTOM BOARD M 4:0 (TYPICAL) �i�MLDRAIN PIPE WITH (�M MINIMUM S O E TOWARDS OI1/4" AIN BEAM DRAIN PIPING SUPPORTS OUTSIDE OF MAIN BEAM CAUTION ELECTRICAL WIRING MAY BE SECURED TO WIDE FACE OF FLOOR JOISTS THAT ARE OUTSIDE OF THE MAIN BEAM. MAKE SURE SCREWS FASTENING STRAPPING PENETRATE BOTTOM EDGE OF JOISTS TO ELIMINATE POSSIBLE ELECTRICAL SHORTS. Multiple Section Installation Manual for WZ-1 �� FLEETWOIDD, Page 57 Copyright 020D4 by Fleetwood Enterprises Inc. BOTTOMBOARD REPAIR Fastened to the underside of the floor of the home is a special covering designed to protect against rodents and moisture, as well as to isolate the floor cavity from outside air. Entry of outside air into the home's floor cavity is one of the most frequent causes of water piping freeze-up. Be sure to closely inspect this bottom covering for any loosening or for areas that might have been damaged or torn during transportation or installation. Reseal with tape any splits or tears and any openings around the perimeter of the floor covering or around pipes or pipehangers. Check also to be sure that plumbing p -traps are well insulated and covered. Necessary repairs should be completed whether skirting is to be installed 'around the perimeter of the home or not. Use vinyl tape specially designed to repair tears or holes to.repair bottom covering. Pull tom edges together and cover with tape, or apply a patch of the same material and tape all four sides. UNFINISHED GYPSUM BOARD Homes shipped with unfinished gypsum board walls and/or ceilings shall be finished on site. The interior finishes shall have the following maximum flamespread ratings measured in accordance with ASTM E 84-916: Ceilings: ........................................................... 75 Walls: General....................................................... 200 Adjacent to cooking range .......................... 50 Adjacent to or enclosing a furnace or water heater 25 MULTI WIDE SECTIONS EXTERIOR CLOSE UP The exterior siding on the front and rear end walls and exposed mating line walls may have been shipped loose by the manufacturing facility with the home. The insulation and vapor retarder have been installed at the manufacturing facility. Exterior siding must be installed according to manufacturer's installation instructions. When the rear wall exterior siding is site installed, the H.U.D. tag has been relocated on the sidewall at the manufacturing facility. CAUTION: PRIOR TO INSTALLING THE SIDING, THE POLYETHYLENE SHEATHING COVERING EXTERIOR WALLS MUST BE COMPLETELY REMOVED. FAILURE TO DO SO CAN CAUSE CONDENSATION TO BUILD UP IN THE WALLS AND DAMAGE THE HOME. If the exterior siding is installed on the front and rear walls, make sure the close up strips of exterior siding material are fastened securely and both edges of the strips are sealed with a waterproof sealant. When roof close up material is removed from the roof, seal any holes made by the fasteners with roofing tar. MULTI WIDE SECTIONS INTERIOR CLOSE UP This section outlines special features that are not included in the supplemental pages attached to the back flap of this manual. Remove all shipping blocking, strapping, or bracing from appliances, windows, and doors. Install all loose items packaged or attached for shipping. Install all interior ship loose wall paneling that was omitted -at the home manufacturing facility using a 1/4" bead of PVA adhesive on all framing members. Fasten with minimum 1" long staples or nails at 6" on center along all panel edges, and at 12" on center on field framing members. For tape and texture homes, fasten interior wall paneling to wall framing members with drywall screws or nails. Additional molding has been provided to finish the close up at ceilings, mating line walls, front and rear end walls and, in some cases, molding around passageway doors. Instructions for moldings and trim work that require special attention are provided elsewhere in this manual. All moldings and trim work should be installed with fine gauge wire staples or pin nails. Pay attention to any mitered comers and seam work to assure a tight fit. Multiple Section Installation Manual for WZ-1 FLEETWOOD, Page 58 Copyright 0 2004 by Fleetwood Enterprises Inc. CHAPTER 6 INSTALLATION OF OPTIONAL FEATURES' ELECTRICAL ITEMS For protection from damage in transit some electrical fixtures may have been shipped loose for installation on site. These items may include exterior lights, chandeliers, ceiling fans and other similar fixtures. Follow the procedure for light fixture installation along with the manufacturer's instructions. Refer to the manufacturer's instructions for similar fixtures not shown. INTERIOR OR EXTERIOR LIGHT FIXTURE PROCEDURE: 1. Remove blank cover from junction box. 2. Make the wiring connections with the wire nuts provided, black to black wire, white to white wire and ground to ground wire. 3. Push connected wires into junction box. Add non combustible ring between fixture canopy and junction box. (See CAUTION). 4. Secure canopy to junction box. Install light bulb and attach globe or shade if necessary. 5. Apply sealant around top and sides of canopy on exterior light installations. 6. Follow wiring diagram for multiple light connections. WIRE FROM WIRE FROM SWITCH SWITCH WIRE NUT (TYPCIAL) WIRE NUT - NON-COMBUSTIBLE GROUND BLACK (TYPICAL) RING (IF REQUIRED) WHITE JUNCTION FIXTURE JUNCTION �� 'BOX CANOPY BOX — WHITE GLOBE ' PIGTAIL FOR GROUND WIRE TO BLACK GROUND OTHER CONTINUITY FIXTURES, CONNECTION FOR SINGLE LIGHT FIXTURE CONNECTION.FOR MULTIPLE (EXTERIOR LIGHT SHOWN) LIGHT'FIXTURES CAUTION NON COMBUSTIBLE RING REQUIRED WHEN COMBUSTIBLE INTERIOR WALL, EXTERIOR WALL OR CEILING FINISH MATERIAL IS EXPOSED BETWEEN'THE FIXTURE CANOPY AND JUNCTION BOX. HARDBOARD, CLADWOOD AND VINYL SIDING ARE CONSIDERED COMBUSTIBLE EXTERIOR SURFACES. CEILING FAN Due to the various types of ceiling fans available for on site installation, fans shipped loose with the home contain their specific manufacturer's installation instructions. Follow these instructions to ensure proper installation and operation. A metal electrical box with cover plate and wiring has been provided for fan installation. CAUTION BEFORE ATTEMPTING TO INSTALL THE CEILING FAN MAKE SURE THE POWER TO THE FAN WIRING IS OFF. TELEPHONE WIRE Some homes have telephone wire installed at the manufacturing facility. The connection of this wiring to the telephone system is to be done by qualified service personnel only. WARNING: ONLY QUALIFIED SERVICE PERSONNEL SHOULD BE PERMITTED TO INSTALL TELEPHONE WIRING AND/OR TELEVISION CABLE. EXTREME CARE MUST BE TAKEN. FAILURE TO FOLLOW THESE INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY AND EVEN DEATH. THE WALLS AND FLOOR OF THE HOME CONTAIN ELECTRICAL WIRING, PLUMBING AND DUCT MATERIALS. AVOID THESE ITEMS WHEN DRILLING THROUGH AND PLACING WIRE OR CABLES IN THESE CAVITIES. Multiple -Section Installation Manual for WZ-1 FLEETWaIDD, Page 59 Copyright 0 2004 by Fleetwood Enterprises Inc. c INSTALLATION OF OPTIONAL FEATURES (cont'd.) AWNINGS, DECKS, PATIO COVERS OR CARPORTS Observe the following procedures if accessories such as awnings, decks, patio covers or carports, are to be attached to the home. 1. Use the proper awning support railing provided with the awning or railing available through your awning retailer. Choose a freestanding design structure that has columns to support the additional weight. The awning or cover must not add additional gravity or wind load to the manufactured home. 2. Follow the recommendations of the manufacturer and applicable building codes when installing any accessories. 3. Always use the proper size fasteners to ensure mating parts are attached snugly. Make sure there is no strain to the home or damage to the home structure. Attachments should be made only to the upper wall or roof and there must be solid material behind the exterior siding to securely hold the connections. The only connections to the home should be for appearance or water drainage and must not transmit any loads to the home. 4. Use a sealant on all seams or openings that result from installing accessories. The best way is to place weather sealing tape or sealing compound under railing joints or fasteners during assembly, and then seal the seams. CAUTION REMEMBER THAT ACCESSORIES WHICH ARE IMPROPERLY INSTALLED MAY DAMAGE THE NEW HOME OR MAR ITS APPEARANCE AND COULD AFFECT THE WARRANTY COVERAGE'. SKIRTING AND CRAWL SPACE VENTILATION Quite often skirting is used to close up the lower exterior of the home but should not be relied upon to prevent freezing of the plumbing beneath the home. Neither should skirting be relied upon to reduce the need for frost protection of the footings as described earlier in this manual. Even insulated skirting may not prevent freezing if the proper amount of crawl space ventilation is also provided as required below. When skirting is attached to the lower sidewall or trim of the home's perimeter, be sure to install the skirting so that moist air from under the home is not forced up into the wall cavities. When exterior siding is hardboard or cladwood, the skirting trim must be sealed to the siding trim to keep water from getting between the skirting trim and the siding. CAUTION THE AREA UNDER THE HOME MUST BE ADEQUATELY VENTILATED TO MINIMIZE THE ACCUMULATION OF MOISTURE. FAILURE TO PROVIDE ADEQUATE VENTILATION WHEN INSTALLING SKIRTING OR PERIMETER FOUNDATIONS MAY ALLOW MOISTURE TO BUILD UP UNDER THE HOME AND TRANSFER THAT MOISTURE, VIA DIFFUSION OR AIR MOVEMENT, INTO THE HOME ITSELF. THIS MOISTURE CAN RESULT IN THE HIGH HUMIDITY IN THE HOME AND ALSO IN THE FORMATION OF CONDENSATION, FROST OR ICE ON COLD SURFACES. PROVIDE VENTILATION THROUGH OPENINGS UNDER THE HOME THAT HAVE A NET AREA OF AT LEAST ONE SQUARE FOOT FOR EACH 150 SQUARE FEET UNDER HOME. DISTRIBUTE THE OPENING LOCATIONS EQUALLY ALONG THE LENGTH OF THE HOME ON OPPOSITE SIDES, WITH OPENINGS LOCATED CLOSE TO THE CORNERS TO PROVIDE CROSS VENTILATION. OPENINGS SHALL HAVE INTEGRAL WIRE MESH OR OTHER MEANS WITH MAXIMUM OPENINGS OF 1/4 INCH. MANUALLY OPERATED VENTS SHALL NOT BE USED. HOMES WITH A MINIMUM 6 MIL. THICK GROUND VAPOR RETARDER WITHIN A CRAWL SPACE' MAY USE ONE SQUARE FOOT VENTING FOR EVERY 1,500 SQUARE FEET UNDER HOME. AT LEAST ONE VENT IS TO BE LOCATED WITHIN THREE FEET OF EACH OF THE FOUR MAIN CORNERS OF THE FOUNDATION (IGNORING OFFSETS). HOMES WITH OPEN SLATTED DECKING AT RECESSED ENTRIES, OPEN PORCHES OR OPEN DECKS MUST HAVE SKIRTING OR FOUNDATION BEHIND THESE AREAS TO PREVENT WATER FROM DRAINING BACK UNDER THE HOME. When the ground vapor retarder option is used, the material may be placed either a) under footings, or b) between footings and base of pier, or c) over footings and around piers. Any holes or tears in the vapor retarder must be patched by appropriate tape or other means and splices in the material must be lapped a minimum of 12 inches. Material need not be stretched tight. Multiple Section Installation Manual for WZ-1 �FLEE7W000. Page 60 Copyright 02004 by Fleetwood Enterprises Inc. INSTALLATION OF OPTIONAL FEATURES. (cont'd.) PIPE HEATING CABLE # Pipe Heating Cable shall be listed for use with manufactured homes and certified by UL, CSA or FMRC. It is designed to be installed where fresh water supply inlet pipes are subjected to prolonged exposure to below -freezing temperatures. An electrical outlet is located adjacent to the.water supply inlet for the pipe heating cable connection. Do not attach heating cable to any receptacle on a GFI circuit. CAUTION CAUTION: ALWAYS INSTALL PIPE HEATING CABLE IN STRICT ACCORDANCE WITH t, THE CABLE MANUFACTURER'S INSTALLATION INSTRUCTIONS TO ACHIEVE THE•, HIGHEST POSSIBLE•SAFE HEATING EFFICIENCY. I s, Multiple Section Installation Manual for WZ-1 'FLEETWOOD, Page 61 Copyright 0 2004 by FIeeN.00d Enterprises Inc.. Multiple Section Installation Manual for WZ-1 'FLEETWOOD, Page 61 Copyright 0 2004 by FIeeN.00d Enterprises Inc.. Multiple Section Installation Manual for WZ-1 'c`FLEE1WOW. Page .62 Copyright 02004 by Fleetwood Enterprises Inc: CHAPTER 7 PREPARATION OF APPLIANCES Some homes may have various fixtures and appliances shipped loose, provided by others or built without certain fixtures or appliances. Review and follow the instructions if any apply to the home being installed. DRYER VENT INSTALLATION If provisions are in the home for dryer installation, a dryer vent roughed -in opening has been provided in the utility area/room with access through the floor or exterior wall. To install, remove the material closing off the roughed -in opening and follow these directions given below along with the dryer manufacturer's installation instructions. - INSTALL DUCT THROUGH FLOOR ACCESS INTO THE HOME. PULL ELBOW WITH CLAMP TO RIGID OR FLEX DUCT DUCT UP INTO HOME UNTIL RIGID DUCT VENT CAP PER APPLIANCE SLACK IS REMOVED FROM CLAMP TO DRYER ANUFACTURER'S UNDER THE FLOOR. CONNECTIONINSTALLATION DRYER VENT CAP. INSTRUCTIONS APPLY BEAD OF SEALANT TO BACK OF EXTERIOR—,/,' XTERIOR DRYER EXHAUST VENT WALL _ CAP (AROUND OPENING) AND SECURE EXHAUST VENT CAP WITH SHEET CLAMP TO METAL SCREW TO VENT CAP SEAL BOTTOM BOARD SIDING (METAL, AROUND DUCT WITH HARDBOARD, AND FIBER VINYL TAPE. CEMENT) AND WITH SCREWS TO MOUNT /CLAMP LBOW WITH RIGID DUCT BLOCK (VINYL SIDING). TO DRYER SUPPORT DUCT TO FLOOR JOIST WITH CONNECTION METAL STRAP OR PLUMBERS TAPE TO OOD FRAME SECURED TO /BOTTOM KEEP DUCT OFF THE GROUND AND OF RIM PLATE OR PREVENT EXCESSIVE SAGGING. STALL THROUGH SKIRTING THROUGH EXTERIOR WALL RIGID OR FLEX DUCT PER APPLIANCEVENT BELOW FLOOR MANUFACTURER'S INSTALLATIONVENT INSTRUCTIONS T CAP. SECURE VENT CAP TO FRAMING OR SKIRTING WITH SHEETMETAL SCREWS. SEAL AROUND EDGES WITH CAULKING OR SEALANT CAUTION UNDER FLOOR DRYER DUCT MUST BE CONTINUOUS AND TERMINATE OUTSIDE THE PERIMETER OF THE HOME, OUTSIDE OF ANY SKIRTING OR FOUNDATION INSTALLED AROUND THE HOME. AIR CONDITIONING INSTALLATION ` Air conditioning may be installed on homes that are designated "suitable for air conditioning" on the home Compliance Certificate. Information to assist in calculating the size of air conditioner needed is included on the certificate. CAUTION OVERSIZED AIR CONDITIONING EQUIPMENT CAN LEAD TO POOR OVERALL PERFORMANCE OF THE HOME'S COOLING SYSTEM. OVERSIZED EQUIPMENT CYCLES ON AND OFF FREQUENTLY, WHICH SHORTENS EQUIPMENT LIFE, LOWERING EFFICIENCY, AND INCREASES POWER BILLS. OVERSIZED EQUIPMENT CAN ALSO CAUSE MOISTURE PROBLEMS WITHIN THE HOME. BE SURE TO CONSULT COOLING EQUIPMENT SIZING CHARTS DESIGNED SPECIFICALLY FOR MANUFACTURED HOUSING IN YOUR LOCALITY (SUCH AS THOSE PUBLISHED BY THE MANUFACTURED HOUSING RESEARCH ALLIANCE.) On homes with furnaces listed for modification, the air conditioning evaporator may either be installed inside the furnace cabinet, or exterior to the home and ducted into the home air supply duct system. In either case a heat/cooling thermostat must be installed to control both heat and cooling with a single device. When a cooling or heat pump coil and/or air conditioning blower are installed on a furnace, they must be listed for installation on the specific model of furnace already in the home. When the air conditioning evaporator is installed exterior to the home, install return air grill(s) in the floor in a central area of the home so that return air is received from the separate rooms and ducted back to the evaporator. CAUTION DO NOT CUT ANY FLOOR FRAMING WHEN INSTALLING RETURN AIR GRILL(S). Supply air duct connections from the exterior evaporator to the home air supply duct system must be made at a central location on each duct for best performance in each section of the home. Federal regulations require that automatic damper(s) be installed to prevent the discharge air from the exterior air conditioning evaporator from passing back through the furnace, and that automatic damper(s) be installed to prevent the discharge air from the furnace from passing backwards through the exterior air conditioning evaporator duct(s). Install required electrical connections according to the air conditioner's manufacturer's installation instructions and local codes. „ Multiple Section Installation Manual for WZ-1 �� FLEETWOOD, Page 63 Copyright m 2004 by Fleetwood Enterprises Inc. PREPARATION OF APPLIANCES (cont'd.) FURNACE This home may have. been built without a furnace. Install the remote heat/cooling appliance and the supplied thermostat according to the manufacturer's installation instructions. The home manufacturing facility has installed the thermostat wiring or provided a raceway for the thermostat wiring at the location for the thermostat. CAUTION: FLEETWOOD ENTERPRISES INC. AND ITS SUBSIDIARIES WILL NOT BE HELD RESPONSIBLE FOR THE'EFFICIENCY OF THE SYSTEM CONNECTED TO THE IN -FLOOR DUCT SYSTEM NOR ANY DAMAGE INCURRED TO THE HOME BY THIS INSTALLATION. HEATING OIL SYSTEM Homes equipped with oil burning furnaces must have their oil supply tank and piping installed on site. These items are not provided by the manufacturer. Review the oil furnace manufacturer's installation instructions for proper piping sizes and installation procedures. CAUTION: ALL OIL STORAGE TANK AND PIPING INSTALLATIONS MUST MEET ALL APPLICABLE LOCAL CODES AND REGULATIONS AND SHOULD BE MADE ONLY BY EXPERIENCED QUALIFIED SERVICE PERSONNEL. FIREPLACE, GAS OR OIL APPLIANCE FLUES If any accessory gas or oil appliance flue assembly has been partially installed at the manufacturing, facility, the assembly and installation must be completed according to the manufacturer's installation instructions provided with the appliance. RANGE AND/OR COOK TOP OVEN If a range and/or cook top and oven is not supplied by the home manufacturing facility, please note the following: a). Install the appliance to provide the required clearances per Federal Standards, which may be more restrictive than appliance manufacturer's normal installation instructions. b). Do not install an appliance which requires a heavier connected energy capacity than the home's system provides (see capacity label on appliance). c). Follow appliance manufacturer's installation instructions except as outlined in a) above. RANGE VENT DUCT INSTALLATION This home may be equipped with a ducted "no hood" ventilation system for the kitchen range. The duct is below the floor and must terminate outside the perimeter of the home. Install the duct and surface wall cap, which are provided, According to the range manufacturer's installation instructions. PENINSULA OR ISLAND RANGE Install elbow, horizontal duct and wall cap. support horizontal duct from floor . . with metal straps as required. A plumbing fixture, such as a sink or tub may have been intentionally omitted from this home. If so; the fixure that is installed at the home site by others must be a listed fixture and must be. installed and the water'and drain plumbing connections completed and tested according to the fixture manufacturer's instructions. Multiple Section Installation Manual for WZ-1 �� FLEE7WOOD. Page 64 Copyright ® 2004 by Fleetwuoil Enterprises Inc. CHAPTER 8 UTILITY SERVICE CONNECTIONS " AND TESTING WARNING: THIS PANEL BOX IS WIRED WITH THE MAIN PANEL BOX . GROUNDING SYSTEM INSULATED FROM THE Main NEUTRAL SYSTEM. CONNECT THE GROUNDING U BUS IN THIS PANEL THROUGH A PROPERLY R SIZED GREEN COLORED INSULATED A CONDUCTOR TO THE SERVICE ENTRANCE EQUIPMENT (METER BASE) LOCATED ON OR n ADJACENT TO THE HOME. DO NOT USE A 3 WIRE FEEDER SYSTEM THAT DOES NOT CONNECT TO THE GROUND BAR. IT IS ILLEGAL AND UNSAFE. Use a 4 wire feeder system to connect this panel to the service entrance equipment (meter base). SEE TABLE BELOW FOR WIRE SIZES I WHITE - NEUTRAL TO SERVICE BLACK - POWER ENTRANCE BLACK (METER BASE) OR RED - POWER GROUND TO GREEN -GROUND METAL FRAME All conductors with outer sheathing labeled THHN nylon jacket or equivalent unless otherwise noted. ELECTRICAL FEEDER AND EQUIPMENT SIZES MAIN COPPER CONDUCTORS ALUMINUM CONDUCTORS BREAKER MAX CALCULATED MIN. SIZE RACEWAY FEEDER CONDUCTOR / SIZES MIN. SIZE RACEWAY FEEDER CONDUCTOR / SIZES SIZE IN. CONDUIT CONDUIT NEUTRAL RED & BLACK WHITE GREEN RED & BLACK WHITE GREEN PANEL BOX DIAMETER DIAMETER FEEDER (AMPS) (IN.) (POWER) (NEUTRAL) (GROUNDING) (IN.) (POWER) I (NEUTRAL) (GROUNDING) LOAD (AMPS) 50 1 #6 #6 #8 1 #6 #6 #6 50 100 1 1/4 #4 #4 #8 11/4 #2 #2 #6 100 150 1 1/2 #1 #2 #6 , 2 #2/0 #1/0 #2 115 200 11/2 #2/0 #1/0 #4_ 2 #4/0 #2/0 #1/0 115 GROUNDING CONDUCTOR INSTALLATION ACCESS FOR METER NOTE: IF THE HOME HAS A METER BASE INSTALLED AT THE MANUFACTURING FACILITY, B 8 A GROUND WIRE AND GROUND ELECTRODE GROUND MUST BE INSTALLED. REVIEW THIS DIAGRAM GROUND BAR FOR PROPER INSTALLATION INFORMATION. PULL BOX—\ LUG SERVICE ENTRA OR CONDUIT FO CONNECTIONS GROUNDI #6 MIN BARE COPPER GROUNDING WIRE PROVIDED BY MANUFACTURER. IF MANUFACTURER PROVIDES A MINIMUM 1/2 INCH EMT OR CONDUIT RACEWAY THE #6 MINIMUM BARE COPPER WIRE IS PROVIDED BY THE RETAILER FOR INSTALLATION. CLAMP SUITABLE FOR DIRECT BURIAL. LOCATE FLUSH WITH OR BELOW GROUND LEVEL 5/8" DIAMETER x 8'-0" LONG IRON ELECTRODE. • DRIVE ELECTRODE 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. NOT PROVIDED BY HOME MANUFACTURER Multiple Section Installation Manual for WZ-1 �� FLE67W41DD, Page 65 Copyright 0 2004 by Fleetwood Enterprises Inc. WATER SYSTEM CONNECTION The hot and cold water system is designed for a maximum inlet water pressure of 80 pounds per square inch (psi). If the home is being connected to local water supply. pressure that exceeds 80 pounds per square inch (psi), a pressure reducing valve must be installed to limit the supply pressure. Be sure to install a master cold water shutoff full flow valve in the water supply line adjacent to the home. . UTILITY SERVICE TEST PROCEDURES SYSTEMS TEST All utility systems are given. a quality assurance test at the manufacturing facility. After home installation is complete, all utility service connections should be tested to ensure no damage occurred in transit and that the final connections'are correct. CAUTION ALL UTILITY CONNECTIONS MUST BE MADE BY QUALIFIED SERVICE PERSONNEL WHO ARE FAMILIAR WITH LOCAL REGULATIONS. GAS SYSTEM TEST PROCEDURES The gas piping supply system is designed for a pressure not exceeding 14 inch water column (1/2 psi) and not less than 10 inch water column (3/8 psi). WARNING: GAS APPLIANCES IN THIS HOME ARE EQUIPPED FOR NATURAL GAS. IF THE GAS SUPPLY IS LIQUIFIED PETROLEUM GAS (LPG), APPLIANCES MUST BE CONVERTED TO LPG ACCORDING TO j INSTRUCTIONS PROVIDED BY THE MANUFACTURER OF EACH APPLIANCE. APPLIANCE ORIFICES: SPECIAL ORIFICES AND REGULATORS ARE REQUIRED FOR EACH TYPE OF GAS AT ALTITUDES ABOVE 3000 FEET. SEE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ANY MODIFICATIONS PER THE GAS TYPE USED BY THE APPLIANCE. DO NOT LIGHT APPLIANCE PILOT LIGHT(S) UNTIL EACH APPLIANCE HAS BEEN CHECKED, THE ROOF JACK (VENT) HAS BEEN INSTALLED (IF APPLICABLE), AND ALL GAS UTILITY CONNECTIONS HAVE BEEN MADE AND TESTED. 1. To check the gas system for leaks, first close all appliance controls and all appliance pilot light valves (see appliance instructions included in the home or posted on the appliance). 2. Open the gas shutoff valve on the supply line to each appliance. 3. Attach an ounce gauge on the main gas inlet to the home. 4. Carefully pressurize the system to not more than 8 ounces of pressure. CAUTION DO NOT PRESSURIZE THE GAS LINE IN EXCESS OF 8 OUNCES MAXIMUM TO AVOID POSSIBLE DAMAGE TO GAS VALVES AND REGULATORS. 5. Apply an ammonia -free soapy water or bubble solution to the joints at both ends of the appliance connector bubbles form, tighten connectlon until there are no more bubbles. CAUTION DO NOT USE SOLUTION CONTAINING AMMONIA TO BUBBLE CHECK COPPER OR BRASS FITTINGS. After completion of test, connect home gas inlet to gas supply line. Use a listed gas connection and make sure the capacity is the same as indicated on the label by the gas inlet. Check the inlet connection for leaks per step 5 above. WATER SYSTEM TEST PROCEDURES The water system test must be made after any water crossovers are connected. Fill the water distribution system with water and bleed all air from the highest and farthest points of the system. Use a hydrostatic pump, valve, and gauge to pressurize the water lines to 100 pounds per square inch (psi). Verify that the pressure remains for a period of 15 minutes without loss. This test is recommended to be conducted after power and / or water are connected to the home. First complete the Water System Connection and / or Electrical System Test Procedures. WARNING: IT IS NOT SAFE TO FILL THE WATER HEATER TANK WITH HIGH PRESSURE AIR ONLY. DISCONNECT WATER HEATER FROM WATER SYSTEM BY CONNECTING THE HOT AND COLD WATER LINES TOGETHER, OR FILL WATER HEATER TANK WITH WATER BEFORE PRESSURIZING THE WATER LINES WITH AIR. THIS PROCEDURE WILL PROTECT THE APPLIANCE FROM DAMAGE AND PROTECT THOSE INVOLVED IN THE TEST FROM POSSIBLE INJURY. Multiple Section Installation Manual for WZ-1 'W2;rFLEE7W0W. Page 66 Copyright 02004 by Fleetwood Enterprises Inc. t ELECTRICAL SYSTEM TEST PROCEDURES Perform the following tests after electrical connections to the home are complete. Perform the ground continuity test before turning on the electrical power to the home, and perform the, polarity and operation tests after the electrical power is turned on. . 1) Before turning "ON" the main circuit breaker, proceed as follows: A Connect one clip of a flashlight continuity tester to a convenient ground and touch the other clip to each light fixture canopy. The continuity light should come on if each fixture is properly grounded. B Using the continuity tester, check every direct -connected appliance or.fan. Be sure the tester is hooked to a convenient ground and to the metal frame of the appliance. C Using the continuity tester, check the continuity between the chassis frame and a. Metal gas piping. b. Metal water piping. c. Metal raceway below main electrical panel box. d. Between one riser of.heat duct and convenient ground. D Investigate and correct any loss of grounding continuity. NOTE: CONTINUITY TO GROUND IS NOT REQUIRED ON METAL INLET OF PLASTIC PIPED WATER. SYSTEM. WHEN PLUMBING FIXTURES SUCH AS METALLIC SINKS, TUBS, FAUCETS AND SHOWER RISERS ARE CONNECTED ONLY TO PLASTIC WATER PIPING AND PLASTIC DRAIN PIPING, CONTINUITY TO GROUND IS NOT REQUIRED.. 2. Tum "ON" the main circuit breaker and each individual circuit breaker. CAUTION A LABEL HAS BEEN PLACED ON OR OVER THE ELECTRICAL WATER HEATER BREAKER IN THE MAIN PANEL BOX. MAKE SURE THE WATER HEATER TANK IS FILLED WITH WATER BEFORE TURNING THE BREAKER TO THE "ON" POSITION. FAILURE TO DO SO WILL CAUSE THE WATER HEATING ELEMENT TO OVERHEAT AND FAIL. THIS ITEM IS NOT COVERED BY THE HOME WARRANTY. Proceed as follows: A Plug an AC receptacle wiring tester into each receptacle in the home to check for reversed polarity, open grounds and shorts. B Investigate and repair any reverse polarity, open grounds, or shorts that are found. C Install light bulbs and fluorescent tubes if not already installed. Make sure each light fixture is operable by turning the appropriate switch to "ON" position. D Repair or replace any defective items. DRAIN SYSTEM TEST PROCEDURES The completed drain waste system should be subjected to a flood level test as follows: 1. Be sure the home is level, all fixtures ate connected, and the plug or cap is installed at the outlet. Fill entire system with water to the rim of the water closet (toilet). Make sure tub and shower drains are plugged. 2. After all trapped air has been released, maintain the test for not less than 15 minutes to be certain there are no leaks. If leaks are found, make necessary repairs and test again for not less than 15 minutes. If no leaks are found, unplug the system at the outlet and drain the.water from the system. 3. Test items higher than the water closet (toilet), such as kitchen sink and lavatory, by filling with water and then emptying. As water drains, check to be sure there are no leaks in drain piping. Multiple Section Installation Manual for WZ-1 V-27'FLEE7WOOD, Page 67 Copyright 0 2004 by Fleetwood Enterprises Inc. SMOKE ALARM CIRCUIT CROSSOVER CONNECTION 1. All smoke alarm circuit crossover connections will be found in one of the labeled electrical crossover accesses. 2. The crossover connectors are a 4 -wire non-metallic sheathed cable splice device. 3. Identify the two connectors and plug them together. 4. After all crossover wiring connections have been completed and the access cover replaced, the smoke alarm system must be tested to confirm power supply to it and continuity of the signal circuit. A green light illuminated on the cover of each smoke alarm will indicate 120v power supply to it. Depress the test button of any smoke alarm in the system and verify that that particular alarm will sound and will trigger all other alarms in the home. Repeat the operational test from each alarm station in the home. SEE ALTERNATE CROSSOVER BELOW ALTERNATE SMOKE ALARM CROSSOVER CONNECTION APPROVED CONNECTORS APPROVED PLASTIC R METAL BOX (TYPICAL) 9 CLAMPS PER TYPE 6R f BOX USED (TYPICAL) G GROUND LUG (METAL BOXES ONLY) 1. Each access panel is labeled: REMOVE ACCESS FOR ELECTRICAL 2. Remove access panels exposing boxes on one section and coiled wire from opposite section. 3. Remove blank covers from boxes exposing wiring with approved connectors attached. 4. Wiring on both sections are identified by like colors for correct connection of circuits. 5. Remove the wire connectors from the wiring in the boxes and connect the same colored circuits together. (Use knock outs and approved clamps to enter boxes and secure wires). Secure wiring entering the boxes within 8" of the box with Romex staple. 6. When all connections have been made, replace the blank covers on all boxes, reposition floor insulation and replace the access panels. Multiple Section Installation Manual for WZ-1 FLEE7woOD. Page 68 Copyright ®2004 by Fleetwood Enterprises Inc. Multiple Section Installation Manual for WZ-1 F - FLEE7WOW. Page 69 Copyright 02004 by Fleetwood Enterprises Inc. NOTES: Multiple, Section Installation Manual for WZ-1`�� FLEE7WQOD, Page 71 Copyright 0 2004 by Fleetwood Enterprises Inc. Home Installation Manual Calculation Index This is a partial list of approved calculations used in preparation of this manual Calc. No. Description 0022066 Multi -Wide Close -Up, WZ-1 0022117 Multi -Wide Anchoring, WZ-1 0022123 Main Beam Footings, over 16" 0022123 Main Beam Bending Check (pages 3-5) 0022127 Main Beam Footings, Standard Sizes 0022130 Perimeter Footings 0022134 Marriage Footings 0022135 Footing Strength Check 0022169 Opposite (Second) Beam Anchoring 0022170 TJI Ridgebeam Close-up Multiple Section Installation Manual for WZ-1 'wZ;! FLEETW000. Page 72 Copyright 02004 by Fleetwood Enterprises Inc. z e rY.. L FLEETWOOD ENTERPRISES, INC., RIVERSIDE, CA 92513-7638 1.00.7.078 Printed in USA 6/04 0 CDF FIRE SAFE REQUIREMENTS / AP# �lv'%- Yf ®�D� PERMIT # 05- ©y0k NAME. (�—ZI'VA5) C Under authority of Public Resources Code Sec. 4290, the following checked items are required T by the Butte County Fire Department and made a part of this permit. These requirements are 11 Jl minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. T Driveway Standards 1N pq Surface. . All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. pq Grade. Not to exceed 16 percent unless paved. ;� I Driveway Radius R Pq No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. Pq The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 T feet radius. x Pq Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. Pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum (� 25 -foot taper on each end. Q Pq Width. All driveways shall provide a minimum 10 -foot traffic lane and T T unobstructed vertical clearance of 15 feet along its entire length. U pq Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in T length, shall provide a turnout near the midpoint of the driveway. Where a 1 driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates pq 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and M shall open to allow a vehicle to stop without obstructing traffic on the roadway. r �+ 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. T T S E Setback for Structure Defensible Space C [X] Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for r in these standards, annual maintenance must be provided for by the landowner. r [ ] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. M2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See 'Other Requirements below. T 1 [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of -flammable vegetation and T' fuels caused by site development and constriction, road and driveway construction. x Disposal shall be completed prior to completion of road construction or final_ building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A or B roof R ✓ Enclosed eaves ( If Building Setback is Less Than 15 Feet — F, ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient - U setback ❑ Siding from the following list: T o Stucco — 3 coat 1 o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials [l M ' a Date ignature rf` C] • OF 'MOOD. IF Water -ford. Series • • - - 3 Bedrooms - 2 Baths - 1,350 Square Feet 'M -A 6-YA L , ia► Yn' '' IBB®/B/■///!n iIunqn■■q■q■qR ■R■R■■■■�ri ■.. IB/t■■Bma� IgtnR�I t■■ ■■■■■� Inn/n■n/B■BR■R/B/ R/B/R/t■//■//■■I IB!/ qR/RaR/■a■//■//■/I t■tq Noll /t■■t■■/■ Rq■R■R■R■R■R/■■■■■t■t■■■/t InB n/B/B•n/R/R//a//t■ta//■/■ InnawB■B■■•B/n/■r--RaR/////■/■■//■// InR■RtnttBgR-■p.���...■wRRRRRt IuntB■n■Bf- 0 1 �//■/t■/■■// IBBMAI■R/■/■nl ■ 1 V■/■■//■// t/■R■wwRl " l inin mq.wn■■!I t/■/■aa nuR.wrRt/a�a■ /■■■ I■t pn/ntBB•■BB I/R// aa■Bq■N■■/■q■t I■■t■' MEAMM ii::ttg■B I/ ■H■RwDORMER ■nl �p�YiiiNftiifffB Iia • iiagi■r•�q® uq■� B ■tBa\ �n.u, �■n■■r■B■BI qR■ ■R■BI • i/nq w7RlUYING ROOM I ■. I��o1 DINING AREA 1O` -5"X13' -O" OPr. S.G.D. �I MASTER BEDROOM 13'-O"X 12'-10" WALK-IN 1 y CLOSFr I OPT. DEN #2 1O' -.3"X9' -1O" 'OPr. VOL. DOORS OPT. DEN 1O` -2"X 12'-10" /< I I I MIRROR X i ENTRYZ:)J ` OPT. BATH ` OPT OPT COR f j OP7 RECESSED Iia ENTRY l� - �6 , •n�,,, j■� 7i Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representatve and, in eepingth Flee ood's policy of'constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is ap'�pr Ad.- aate re 1L + gty �indtdaate t Iloorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJ sCT,TO CHANGEg WITt;OUiNOE ORBLIGATION. WD/17/JULD4 tri ' sEE 70-0 AI -B 1/2 DRAIN OUTLET n OA9 INLET —�-- i D--------------n------fl--------------o-------01 DO 1� a --------- — — — -------------------— — --------- Li -------- L--------L—J-------LI---1.L—t_I-------L_I—�1-- 1 1L_J-------LJJ 28'-S' .38 V4��132 3/4�V4��132 3/4' %fAMNALL G -STRAP ENTRY DDOR APPYOUD PERIMETER PIERING FOR A HOME WITH 2X4 SIDLLS PERIMETER PIERING REQUIRED WHEN ROOF LIVE LOAD > 20 pst CHASSIS INFO G� EiZ _ri M.R. SPACING rI I -BEAM SIZE 10' G q �� of , •rv€ N.,.r2 Sr � Gti 1. �•.,,. � Z , r,. T[T L E G E N D ElSTANDARD FOOTING TES: I. THIS DRAWING IS TO BE USED IN CLNJU1,C- TION WITH THE INS- ` TALLA71CN MANUAL AND ITS SUPPLEMENTS. 2. FOOTINGS ARE SHOWN OR EXAMPLE ONLY , ANTITY AND SPACING PROpCT WA WATERFORD 4513B PIER LAYOUT 301 ROOF LOAD RAYMBT: AIVAR K. ATE: 04/19/04 L. srt M SP.E.I 2. REY /� i� ILL LEX DUCT 49-8 PAN 1/8 r'G 0 L BOX CONN CTIO A-LNIT DO 1� a --------- — — — -------------------— — --------- Li -------- L--------L—J-------LI---1.L—t_I-------L_I—�1-- 1 1L_J-------LJJ 28'-S' .38 V4��132 3/4�V4��132 3/4' %fAMNALL G -STRAP ENTRY DDOR APPYOUD PERIMETER PIERING FOR A HOME WITH 2X4 SIDLLS PERIMETER PIERING REQUIRED WHEN ROOF LIVE LOAD > 20 pst CHASSIS INFO G� EiZ _ri M.R. SPACING rI I -BEAM SIZE 10' G q �� of , •rv€ N.,.r2 Sr � Gti 1. �•.,,. � Z , r,. T[T L E G E N D ElSTANDARD FOOTING TES: I. THIS DRAWING IS TO BE USED IN CLNJU1,C- TION WITH THE INS- ` TALLA71CN MANUAL AND ITS SUPPLEMENTS. 2. FOOTINGS ARE SHOWN OR EXAMPLE ONLY , ANTITY AND SPACING PROpCT WA WATERFORD 4513B PIER LAYOUT 301 ROOF LOAD RAYMBT: AIVAR K. ATE: 04/19/04 L. srt M SP.E.I 2. REY /� i� ILL 2"x 2"x 3/16" 3/8" CAD PLATED BOLT, NUT & WASHER COACH "C" FRAME STEEL ANGLE COUNTER BORED FLUSH WITH BOTTOM 2" CHANNEL AT 8" O.C. (8) REQUIRED _ 1/4"xI-1/4" 1/4" STAND BASE TEK STS ABESCO ABS PAD #503 (2) REQUIRED DETAIL "A" CHASSIS FRAME 1/4" GRIPPER PLATE (2) REQUIRED 1/4- GRIPPER BASE 1/2-13UNC-A307 x BOLT WITH NUTS (4) REQUIRED 01 1/2" SCH 40 PIPE RISER WITH 01/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO 01/2" ADJUSTER HOLES ABESCO ABS PAD #503 STEEL FRAME SEE DETAIL "A" 36" MAX TO BOTTOM OF PAD 01/2"x 3" C.R. LOCK PIN WITH 01/8" BRIDGE PIN J 1/4- GRIPPER PLATE -1/4- GRIPPER— BASE RIPPERJBASE 1/2" A307 BOLT (2) REQUIRED 3/8"x 6"x 6" STEEL PLATE C -BEAM 1/2" A307 BOLT (2) REQUIRED ATTACHMENT 10.00 --{ 10..00 L STAND BASE TOP VIEW COACH "J" FRAME 1/4"x1-1/4" TEK STS (4) REQUIRED 1/4" GRIPPER BASE 1/2" A307 BOLT (4) REQUIRED J -BEAM ATTACHMENT 8" 1/2" DIA. HOLE (8) PLACES - - 30" - STEEL FRAME TOP VIEW STA` r��� AtFiOVBQ O • SUONW70 17916r.: d!lStD�AL10085110?1t0'lf�0�1ZE0lAR1td1�11t11r Q3 in GMW0n0RD6MT=FWMR6QtIMEU=U0l SWAULAW AM 900 dQ6ffaMb � s cr TUF-1 PERMANENT FOUNDATION SYSTEM ABESCO-GUS GUARD COMPANY 5851 FLORIN - PERKINS ROAD SACRAMENTO, CA 95823 PH: (800) 382-8831 FAX: (916) 383-5207 R mi 4G NO. F94249 SHEET 1 of 3 P GENERAL NOTES GUS GUARD TUF-1 1. DESIGN LOADS: LIVE LOAD - 30 LB. FLOOR LIVE LOAD - 40 PSF WIND LOAD - 80 MPH EXPOSURE "C" SEISMIC ZONE "4" *SNOW LOAD 100 PSF (SEE NOTE #15) 2. THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. 3. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE "MOBILE HOME INSTALLATION INSTRUCTIONS". 4. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR, MANUFACTURED HOME SHALL BE READJUSTED WHEN DS EXCEEDS 1/4", OIL WHEN IT WILL ADVERSELY AFFECT MOBILE HOME UNIT. 5. CARRY ALL FOOTINGS DOWN TO FIRM, UNDISTURBED SOIL. FOOTINGS ARE DESIGNED FOR 1,000 PSF TOTAL LOAD SOIL PRESSURE, AND SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. COMPACTED SAND MAY BE USED TO FILL LOCAL VOIDS UNDER PADS. 6. STRUCTURAL STEEL: FABRICATED ACCORDING TO AISC SPECIFICATION. WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES -370 PLATES -ASTM A36 BOLTS -SAE GR 5=ASTM A449=ASTM A3725. 7. THE GUS GUARD ASSEMBLIES SHOWN ON THIS PAGE SHALL BE LISTED AND LABELED BY BSK AND ASSOCIATES FOR THE FOLLOWING LOADS: ALLOWABLE LOADS: HORIZONTAL VERTICAL GUS GUARD TUF-1 2200# 6000# GUS GUARD MGP PAD 2200# 6000# GUS GUARD E -Z TIE PAD 2200# 6000# 8. DURING PRELIMINARY INSPECTION, THE ESTIMATOR SHALL ENSURE THAT MOBILE HOME CHASSIS BEAMS ARE OF STANDARD SECTION. 9. EXISTING COACHES MAY BE RETROFITTED TO RESIST SEISMIC FORCES BY INSTALLING GUS GUARD TUF-1 UNITS AS SHOWN ON THIS PAGE OF TYPICAL FOUNDATION PLANS. 10. THE GUS GUARD TUF-1 SYSTEMS ARE SAFE FOR INSTALLATION IN FLOOD PLAIN AREAS WHERE DEPTH OF FLOODING DOES NOT EXCEED THE HEIGHT OF THREE FEET. t 1. MULTIPLE UNIT INSTALLATION IS ACCEPTABLE PROVIDED THE NUMBER OF TUF-1 UNITS UNDER EACH UNIT IS THE SAME AS SHOWN REQUIRED PER EACH UNIT. 12. SINGLE -WIDE UNITS REQUIRE ADDITIONAL RESTRAINT. ' (SEE SHEET #3)..-*, 13. ALL METAL COMPONENTS AND ATTACHMENTS ITEMS SHALL BE PROTECTIVE COATED. 14 WHEN CONCRETE SLAB IS IN EXISTANCE PAD IS NOT 16. FOUNDATION BLOCKS 16"x 16"x12" POURED IN PLACE AT GROUND LEVEL MAY BE USED AT INSTALLERS DISCRETION ALTERNATIVE TO PADS. SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES E= 2'MIN. / 8' MAX. E= 2" MIN. / 11' MAX. S= 6' MIN. /16' MAX. S= 6' MN. / 22' MAX. VARIES 10'-70' (SEE TABLE ON SHEET #3) -' �► E+ �--- S S S E -i il U u ❑ ❑ u RIDGE BEAM SUPPORT AS REQUIRED BY MANUFACTURER a E::] (TYPICAL) a ❑ ❑ O ❑ ❑3- ❑ ❑ ❑ ❑ 8' NOM. ❑ ❑ 2' NOM. PADS IN ANY PAIR MAY BE STANDARD M.H. FOUNDATION ROTATED 90 DEGREES OR PIERS AS RECOMMENDED BY PVC SERIES OFFSET TO OTHER SIDE TO THE MANUFACTURER OR THE AVOID CLEARANCE PROBLEMS. ENGINEER. TYPICAL THROUGHOUT SUPPORT PAD (TYP) EXp•�� OF C REQUIRED. ANCHOR STAND TO CONCRETE SLAB WITH TUF -1. P E R M A N E N T FOUR (4) 1/2"x 3 1/2" EXPANSION ANCHORS. FOUNDATION SYSTEM 15. GUS GUARD TUF-1 FOUNDATION SYSTEM PROVIDES ALLOWABLE SNOW LOAD TO 100 PSF WHEN INSTALLED ABESCO-GUS GUARD COMPANY WITH EXISTING STANDARDS REQUIRED BY COACH 5851 FLORIN - PERKTNS ROAD MANUFACTURER OR REPLACE THEM ON A ONE TO SACRAMENTO, CA 95823 ONE BASIS. PH: (800) 382-8831 FAX: (916) 383-5207 WAYNE IL STATE APPROVAL MANUFACTURED HOME/MOBnZ HOME FOUNDATION SYSTEM HEALTH AND SAFETY CODE. SECTION 19M APPROVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR ApMOVB ANT OMISSIONS OR DEVIATION FROM REQUIREMENTS01F APPLICABLE STATE LAWS AND REGUI ATWM -state of Califotafs DT!"t of Homing and C Dom/ 7 O)� CODES AND S7A1!IDA1tDi/ /_ %'fir �- ,✓i .L� � .r 'e .. .��.. SICp4N0. F94249 SHEET 2 of 3 0 a a 3/4" DIA. x 18" LG. 1/2"x 3 1/2" 1/2"x 8" LONG (4) REQUIRED EXPANSION ANCHOR ANCHOR BOLT 3/8" CAD PLATED BOLT, NUT & WASHER (4) REQUIRED (4) REQUIRED COUNTER BORED FLUSH WITH BOTTOM AT 8" O.C. (8) REQUIRED 1 11 11 �r ��p�� i � ` �C�11�1 11_.•�II�� ,�I�1 �.Il�r„A • I�Ip 1 F , CONCRETE PAD INSTALLATION ,� ��11 • �1 CHASSIS FRAME 1/4" GRIPPER PLATE (2) REQUIRED 1/4- GRIPPER BASE 1/2-13UNC—A307 x 4"1 BOLT WITH NUTS (4) REQUIRED 01 1/2" SCH 40 PIPE RISER WITH 01/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO 01/2" ADJUSTER HOLES ABESCO ABS PAD #503 STEEL FRAME —\� POURED IN PLACE 16x16x12 CONCRETE FOUNDATION INSTALLATION — � LIGHT HEAVY -WEIGHT PLASTIC PAD INSTALLATION 36" MAX MULTI -HIDE UNITS SINGLE HIDE UNTfS A. IV tlVI1VM OF PAD I 01/2"x 3" C.R. LOCK PIN WITH 01/8" BRIDGE PIN t r i J rENGTH OF1 l HOME 1 24 WIDTH OF HOME 26 28 44 UP TO 44' 1 8 88 12 44'-1- to 66-1 12 12 1 12 18 66'-1' to SO 20 1 20 1 20 24 LENGTH OFI HOME 1 10 WIDTH OF HOME 12 14'_16 UP TO 44' 6 1 6 1 6 6 44'-1- to 66'1 8 1 8 1 8 8 66'-1- to Sol 10 1 10 1 10 10 NUMBER OF TUF-1 REQUIRED NUMBER OF TUF-1 REQUIRED NOTE< SINGLE WIDE UNITS REQUIRE (4) E—Z TIE PADS. GUS GUARD TUF-1 PIERS ARE TO BE PLACED AT APPROXIMATELY EQUAL INTERVALS ALONG EACH FRAME RAIL I •••'����, •S GUARD C• r 5851 ••1PERKINSROAD SACRAMENTO, CA 95823 . :ss FAX: (916) 383-5207A 1991 STATE APPROVAL MANUFACTURED HOMEIMOBILE HOME FOUNDATION SYSTEM HEALTH AND SAFETY CODE, SECTION 18551 APPROVED SUBJECT TO CORRECTIONS NOTED 1 '. APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIONS State of California D an of Housi and Community Development DES AND STANDARDS BY T%ATB ) _CDA win 7Vb"u W( Q, ,','L�I7 NO. F94249 SHEET 3 of 3 _j OPT. BATH f_"N '0)0 S - `'ice _ 0'15 IggSq■q■q■qq IggSqSq/qp■q 1 1 Iqq/■gSMMEMEgt■S■ I # • t ■1■pSt■p■p■■■■pWON, ■ttttt■L_—Jtt■tt■tt.l 11■/t/q/q/gplp■p■p■p■p■Ot■/■/MEMS/■I IgMEM qq■u■p■q SMMEMESMEMESI 1■■p I ' ■/■pgN p ■■SSSS■/■■1 Iqq gMEMMSqMq /■/SM/■/I Inn■ ' / I ■SMgMq■gMqMqMEq■■///MEMS/MEL._ IV SSSS■■1■p■p■N■p■■■■N■■■■■■■■ Iqq ggMqSson qMq■qiq■■SMSSMSSS/ IggMEq/ql/!•/qq■p ■■!'=�■/■q■■/t//■MEMS//■/ sIMEM NO IN on 11111 WIN MEM " 9 1 V■■■■■SSS Igq■gSqSMEM� IV..av1 V■Sq/■/ IBgN■>♦gSul AMEMEMS■■■ .at.N.ttM■P V I■■■M■■ Wnq■■q�MEME■q IMME■M■ MUNEIR S WALK-IN L®iggMENMEMMMMER or MM/ VMSgSiIiil U�qp ISS% ■gSgMEq■ql • M/MSMEggMEql nrMMEr•�n ■q■' IS■t u■giii.aMMMui ■q■■ggl ■q W■ql nMEMu�/MEM�q I 'I r I 13'n ■ ��MEggMEqi►r q■q Ste. MEgiui VSnMEMEMI [*Allu OPT. S.G.D. WALK-IN 1 CLOSET I I BEDROOM #3 J DINING 10'-3"X91-10" _ AREA 10'-5"X 13'-O" GABLE DORMER LIVING ROOM 1.� I BEDROOM #2 17-B"X 13'-O" 10'-2" X 10'-10" ENTRY OPT. RECESSED X OPT- DEN #2 10'-3" X 9'-10" � i OPT. CORNER BAY 'OPT. DBL DOORS OPT DEN 101_2"X12'-10" HEALTH FEB 1 U 2005 ENTRY CHICO, CALIFORNIA Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. WD/17/JUL04 FEES 2:"""- .... FEES 3....,.. . .... ... ... FEES 4:.l`l...'."...... Comments:: TREETWAME: ON R,ECElPT3:.:. RECEIPT:: FIRSTIVAMI CITY APPLIED::' ISSUED ...... FINALED:- �TU ell -/j SITE PLAN REVIEW APPLICATION Date: 'f /615— AP# 0&5 - LY 0 G --C/S�`�' Permit Number (if applicable) Bin Number APPLICANT INFORMATION Owners Name: Owners Address Telephone No.: Situs Address: Proposed Use: Parcel Size: I 7,e"60 •;Z Email: 1 P1 J9.Cn,II'b rP.�� Residential I ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑.. Multi -family . Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single�Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date D5 7 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY 5 Parcel I's In: Snow Load Area: 1.5-6 0 -b 30.004 Land Conservation Act Minimum. Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached "standards and`requirements) Expansive Soils (Test for expansive soils and if verifiedproper foundation design required) 7Y1 SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: -k (See attached) • Flood Zone: • Flood Panel No.: " 600 ? OOC.- Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the Cali ornia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ ,Chapman/Mulbe' (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Oroville Enterprise Zone Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------------------------ --. ❑ Detached Building Use Form ❑ Encroach nenfPermit _._. ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 0T— Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 020 1 Side Side Street Rear s Q , Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area _ ❑ Other (per map) - * Check with school district to verify actual fee if pre -application review. A final determination- will be made at the -time -of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map. Map Date of Recording: —/7- %O ' Lot: 159 Book: Page: 7t— ?r.2— Use r'2Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map[Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ -Wood stoves and -fireplace inserts shall be EPA approved and designed to meet.the..emission ':` `requirements -of the California Clean Air Act of 1988, as amended. --- - = - -- - ❑ Provide an erosion control plan for building and land disturbance---- TheErosion:Conti-ol Plan ' must be prepared by a registered civil engineer or other qualified professional- and- be -submitted to and approved by the Department of Public Works. ❑:_ In -lieu of. a pressurized water system or water storage tank, payment into the -appropriate - —'- Battalion -Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from.the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. u a Page 4of5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALanys\Building Permit Site Plan Reviewl.doc Page 5 of 5 BUTTE COUNTY tnvirasarirecl(���t�h� AGRICULTURAL BUFFER NOTIFICATION AND/OR JAN 18 2t0S UNUSUAL CIRCUMSTANCES REQUEST Chico, CA Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. owner or Authorized Agent must complete the following and return with the required site plan to: Devel Name: Mailing E -Mail address Assessor's Parcel Number: 06 5 - 400 - 0/ fi I . Reason you believe you qualify for the unusual circumstances exception: A 2(� Owner/of A horized Agent's signature Dat6 = UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form01 �1 C Refer to the Site Plan Submittal handout for specific requirements V?.!/ f............................................................................................................. .......... ....... Internal Dept.Contact Info: ❑ Env. Health ❑ Planning ❑ Building ❑ Other Contact Person: Phone: ......................................................................................................................................................................................... For Agricultural Commissioner office use only: (to be completed after submittal ) DISCRETIONARY PERMITS (Planning) MINISTERIAL PERMITS (Buildingl ❑ Exception Recommended ❑ Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: Agricultural Department Signature: Date: YMC 7/1/03 I.ARWI% DEVELOPMENTS INC.. A CORPORATION, ETTA MAY WILLS. FRANCIS 0. HAWK. AL GENA HAYlK, MABELLE BECKETT AND MILDRED L. BROWN. AS OWNERS OF TRE LAND5 INCLUDED WITHIN PARADISE PINLS UNIT N0. 3• AS SHOWN YlI THIN THE COLORED BORDER LINE ON THE AN NEREU MAP, ANU OROVILLE TITLE COMPANY, A CO RPORATION.AND COLUMBUS AUXILIARY CORPORATION. A CALIFORNIA CORPORATION AS TRUSTEES UNDER RECORD DEEDS OF TRUST, DO HEREBY CERTIFY 'THAT WE ARE lHE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS CLEAR TI iLE TO SAID LANG AND VIE CONSENT TO THE PREPARATION AND RECORDATION OF SAID MAP AS SHOWN WITHIN THE COLORED BORDER LINES. THOSE PORTIONS OF JACK PINE WAY,. COLUMBINE ROAD, TOREY PINE ROAD. TWIN PINE ROAD, PINE HUR ST WAY SFAR WAY IMP ERI AL WAY. PINON ROAD, OAK LEAF COURT, STAR PiNE. COURT, PND SNOWBERRY CIRCLE. AS SHOWN WITHIN THE COLORED BORDER LINES ON SA10 MAP ARE HERESY WE ALSORED FO OFFERRFOR DEDICATION FOR PUBLIC USF. FCR COUNTY ROAD PURPOSES, DEDICATION. AND UO HEREBY DEDICATE FOR SPECIFIC PURPOSES. THE FOLLOWING+ (A) RI GH-5 OF WAV AND EASEMENTS FOR WATER. GAS, SEWER. AND DRAINAGEPIPES. AND FOR OVERHEAD AND UNDERGROUND WIRES FOR ELCCTRICAXD TELEPHONE SERVICES. 'VOGETHER 1VITH ANY AND ALL APPURTENANCES APPERTAINING THERETO. ON, OVER, AND UNDER THO 5EXBIPS OF LAND DESIGNATED• PUBLIC UTILITY EA ME" CO:IT'IFIIDUS 10 THE REAR AND/OR SIDELINES OF LOTS AND OF THE WIDTHS SHOWN HEREON. (8) EASEMENTS FOR LIGHT AND AIR OVER THOSE STRIPS OF LAND LYING BETWEEN THE FRONT AND/OR SIDELIKES OF LOTS AND THE LINES SHOWN HEREON AND DESIG- NATED SET BACK LINE.' SAID STRIPS TO BE KEPT OPEN AND FREE OF BUILDINGS. ICI RIGHTS OF WAV AND EASEMENTS FOR DRAINAGE PIPES 70GUHER WITH ANY ANO ALL APPURTEN NA APPF. RTAINI NG THERETO ON. OVER. AND UNDER THOSE STRIPS OF LAND DESIGNATED' DRAINAGE EASEMENT" IN THE LOCATIONS AND OF THE WIDTHS SHOWN HCREON.' IOI EASEMENTS FOR POLES AILD OVERHEAD AND UNDERGROUND ANCHORS, GUYS. .WI HES CONDUITS AND APPURT EIlANCES THERETO FOR ELECTRIC AND CONMUN;CAT10N SERVI.0 ES INCLUDING THE RIGHT TO TRIM AND REMOVE, AS OFTEN .AS NECESSAR Y TREES. LIMBS. AND BRUSH. IN T'HE LOCATIONS AND Oi THE WIDTHS SHOWN HEREON. (EI RIGHT OF WAY AND EASEMENTS FOR INGRESS ANO THE ON, OVER AND ACROSS THE EASTERLY 135 FT. OF LOT 10.1HE EASTERLY IGD FEET OF LOT 11, THE SOUTHEASTERLY 201 FT. OF I.OT5 14 AND 15, THE NORTHF.AS T ERLY 149 FT. OF LOTS 232 AN U 233. THE NORTHERLY 128 FT. OF LOT 182, AND -THE NORTH- ERLY 121 FT. OF LOT IBI FOR COMMON ORIVCWAY PURPOSES. IF PARCEL W AR. C. OFFER EO FOR DEDICATION TO BUTTE"COUNTY FOR PUBLIC USE FOR COUNTY ROAD PURPOSES. 1 LARWIN DEVELOPMENTS., INC.. A CORPORATION: AS OWNER E%E Y:VC VICE ;LESrDEI a5 IS A#t 5 CRETA STATE OF CALIFORNIA 13 SS, COUNTY OF BUTTE 1 ON TH ISL0 UAY OG 1870. BEF.. RE ME. THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR HE COUNTY OF BUTTE. PERSONALLY APPEARED JERRY BERGER AND GRANT CLINE KNOWN TO ME TO BF. THE EXECUTIVE VICE PRESIDENT AND ASSISTANT SECRETARY, RESPECTIVELY OF LARWIN DEVELOPMENTS. INC. A CORPORATION, WHICH'EXE CUTEO THE FOREGOING CERTIFICATE, AND -KNOWN TO ME TO BE THE PERSONS WHO E%SCUTED THE FOREGOING CERTIFICATE ON BEHALF OF THE CU RPORATION THEREIN NAMED, AND ACKNOWLEDGED TO ETE THAT SUCH CORP -'ORATION EXECUTED THE SAME. , I4T is Nxiin : • `f.,.. NOTARY PUBLI MY COMMI SSI OfI EXPIRE! OROVILLE TITLE COMPANY. A CORP O RATION. -AS TRUSTEES G STATE OF CALIFORNIA COUNTY OF BUTTE 1 ON THISIGZ_DAY OF !M&A . 1970, BEFORE ME. THE UNDERSIGNED. A NOTARY PU IC IN AND F R THE OUNTY OF BUTT 0 $ N L AP RED . �!J / fi r� �Ju KNUYN TO ME TO BE THE RESPECTIVELY. OF OROVILLE TITLE COMPANY, A CALIFORNIA CO bbRATION, WHICHEXECUTED THE FOREGO IfIG CERTIFICATE. ANU KN OwN ?0 ME TO BE THE PERSONS WHO EXECUTED INE FOREGOING CERTIFICATE ON BEHALF OF THE COR- PORATION THEREIN NAMED. ANO ACKNOI'.LEDGEO TO Mr THAT SV C.Y CORPORATION EX SCUiED THE SAME. NOTARY PUBI.IC}a f MY COMMISSION ...N.,Km.+wv: uw ::.•:nl ( ''?nT;'.;�,,t._-r."�le.g..:. ASOWNER i._* -..._._.....-___.......____._ . LLt'eACe>FF-r'..� FRANCIS 0. H�--- ALB ENA HAWK STATE OF CAJJ..IFO��R��N�IA I i SS . COUNTY Or'� ) 1 ON THIS10 DAY OFA,, L • IR70 eEFORE ME. THE UNDERSIGNED, A NOTARY pU IC IN AND F TH COUNTY OF PERSOTAI.,Y,APPE'ARED KNOWN TO ME TO BE THE 'PERSONS WHO SE.NAMES ARE SUBSCRIBED TO THE WITHIN. INSTRUMENT AND ACKNOWLEDGED THAT THEY E%ECUTCO THE SAWS. I.eoAN ! y NOTARY PUBLIC'y 'Mv GONMI SSION EX;1"R11 AS OWNER STATE OF .IA 1 SS ..RUNTY o4 .k ON,;TJI;I,S `••'bAYA�l•' IR 70 ..{. ME. THE UNDERSIGNED, A NOTARY NTY, OF PERSONALLY APPEARED KNO.N BETHE PERSON WHOSE NAME ISI 'G CSLT -„Y _ •�HIN INSTRUMENT AND ACKNOWLEDGED THAT HE E%ECU TED THF. SAMF. •'1- Z 1 enf.ribl , '+ .*++ NOTARY PUBLIC I MY COMMISS IOV E. AS OWNER Y' 9�BELLE 'BECKET - STATE OF CA IFON IA 1 SS COUNTY OF I ON THIS /C DAY OFI'� . 1970, BEFORE ME. THE UNDERSIGNED. A NOTARY PU IC IN 0 Fvt'T/1 0 NTY OFrPERSONALLY APPEARED KNOWN To MF. TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT HE EXECUTED THE SAME.. NGlAXY PUBLIC y MY COMM ISS!ON XP IRES AS OWNER ”"'M 18RDNN STATE OF CA�JFO_ lA 1 SS COUNTY OF-.�:..r, I ON Tll.s O DAY OF 2w , 1970._ BEFORE ME• THE UNDERSIGNED, A NOTARY PUBLIC ANO "OH, THE COUNTY CFJ—"ly3 PERSONALLY APP-ARED _C {.Zed.&.e S KNOWN TO ME TO BE THE PERSON WHOSE RAMC IS SUBSCRIBED TO THE YH THIN INSTRUMENT AND ACKNOWLEDGED THAT HE EXECUTED THE SAME. �r t—R. AIMIR NOTARY PUBLIC'... MY COMMISSION'..., •.VIES"T` SUBDIVISION NO.Lj�_ PARADISE PINES UNIT N0. 3 PT N. N. E. 1/4, SEC. 14 , T.23 N., R.3 E., M.D.M. BUTTE COUNTY . CALIFORNIA JUNE 1970 MURRAY 6 McCORMICK INC. CIVIL ENGINEERS LAND SURVEYORS 1912 F 9T, SACRAMENTO, CALIFORNIA SHEET I OF S SHEETS I s. 1' AS OWNER Y' 9�BELLE 'BECKET - STATE OF CA IFON IA 1 SS COUNTY OF I ON THIS /C DAY OFI'� . 1970, BEFORE ME. THE UNDERSIGNED. A NOTARY PU IC IN 0 Fvt'T/1 0 NTY OFrPERSONALLY APPEARED KNOWN To MF. TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT HE EXECUTED THE SAME.. NGlAXY PUBLIC y MY COMM ISS!ON XP IRES AS OWNER ”"'M 18RDNN STATE OF CA�JFO_ lA 1 SS COUNTY OF-.�:..r, I ON Tll.s O DAY OF 2w , 1970._ BEFORE ME• THE UNDERSIGNED, A NOTARY PUBLIC ANO "OH, THE COUNTY CFJ—"ly3 PERSONALLY APP-ARED _C {.Zed.&.e S KNOWN TO ME TO BE THE PERSON WHOSE RAMC IS SUBSCRIBED TO THE YH THIN INSTRUMENT AND ACKNOWLEDGED THAT HE EXECUTED THE SAME. �r t—R. AIMIR NOTARY PUBLIC'... MY COMMISSION'..., •.VIES"T` SUBDIVISION NO.Lj�_ PARADISE PINES UNIT N0. 3 PT N. N. E. 1/4, SEC. 14 , T.23 N., R.3 E., M.D.M. BUTTE COUNTY . CALIFORNIA JUNE 1970 MURRAY 6 McCORMICK INC. CIVIL ENGINEERS LAND SURVEYORS 1912 F 9T, SACRAMENTO, CALIFORNIA SHEET I OF S SHEETS STATE COUNTY ON TH'I AUXI L CARY -A CALIFORP44A-CORPORAT.I_QN..AS TRUSTEES GNED. A NOTARY HO EXECUTED THE FOREGOING CERTIFICATE ON BEHALF OF THE ION THEREIN NAMED. AND ACKNOWLEDGED TO ME THAT SUCH CORPORATION THE SAME. ON CE 1 1{ •y _ 1 • d.. I. DONALD 0. MCCORMICK, DO HERF.BY'CERTIFY THAT 1 AM A REGISTERED CIVIL' ENGINEER OF THE STATE OFICALIFORNIA. THAT THE ANNEXED MAP OF PARADISE PINES UNIT NO. 3•CORRECTLY 'REPRESENTS A SURVEY MADE UNDER MY •DIRECTION iN NOVEMBER 1969. THAT IT IS. 'T RUE 4NU COMPLETE AS SHOWN. THAT THE MONUMENTS SHOWN THEREON ARE SET' IN.THEIR CORRECT POSITION AND ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. ��u 7 I -DONALD NALD D. MCCORMICK. ICK, R.G.E. 9033 I.F.N. SEELY. JR., AUDITOR OF THE COUNTY OF 'UTTE, STATE OF .CALI FORNIA 00 HEREBY CERTIFY THAT THERE ARE NO LIENS AGAINST 'PA RADISE PINES UNIT N0. 3'AS HEREON SET .FORTH. OR UNPAID STATE. COUNTY MUNICIPAL OR LOCAL TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES. EXCEPT TAXES OR SPECIAL ASSESSMENTS' NOT YET PAYABLE• TAXES OR SPECIAL As WNI� tRE A II EN RUT NOT YET PAYABLE II ESTIMATE TO BE IN THE AMOUNT OF ,.100• Ak; 2..�A,, I • F.H:.SEELY, JR., GOUI+CY AUD�ON ALBERT J. WALSH. DIRECTOR OF PL ANNINO OF THE PLANNING COMMISSION OF TME COUNTY OF BUTTE. STATE OF CALIFORNIA, DO HEREBY CERTIFY THAT THE ANNEXED FINAL MAP OF'PARADI.SC PINES UNIT NO. 3'CONFORMS SUB 5 TANTIALLY WITH THE DISI SHO 'N N E 1'"TATIVE MAP WHICH WAS APPR(9VEO BY THIS COMMISSION ON I D I ALBERT J. ALSH, DIRECTOR OF PLANNING 1. CLAY CASTLEBERRY. DIRECTOR OF PUBLIC 'WORKS OF THE COUNTY OF BUTTE. STATE OF' CALIFORNIA 00 HEREBY CERTIFY THAT 1 HAVE EXAMINED THE FINAL MAP OF'PA RADI SE PINES UNIT NO.37 THAT IT IS SUBSTANTIALLY THE SAME AS AP PEA RF.0 ON THE TENTATIVE MAP ON FILE AND ANY APPROVED ALTERATIONS THEREOF, IN AT ALL PROVISIONS OF THE SUBDIVISION MAP ACT OF THE STATE. OF CALIFORNIA AN LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF SA10 TENTATIVE MAP HAVE BEEN COMPLIED WITH. AND I AM SATISFIED THAT SAI 0 MAP IS TECHICALLY CORRECT. CLAY /O CASTL F�PRY, R.C.E. le�_a DIRECTOR OF PUBLIC WORKS. COUNTY OF BUTTE • f + 4.,:+ "•; NOTARY PURL I C •. _ COMMISS104 txP.7.iIma 6 1AL s• .IAL CK ESN D.+McT:LµiKT(A�K Y'1 ti � U1N[�G•]Tn f1fUNfY L PA +'i CE 1 1{ •y _ 1 • d.. I. DONALD 0. MCCORMICK, DO HERF.BY'CERTIFY THAT 1 AM A REGISTERED CIVIL' ENGINEER OF THE STATE OFICALIFORNIA. THAT THE ANNEXED MAP OF PARADISE PINES UNIT NO. 3•CORRECTLY 'REPRESENTS A SURVEY MADE UNDER MY •DIRECTION iN NOVEMBER 1969. THAT IT IS. 'T RUE 4NU COMPLETE AS SHOWN. THAT THE MONUMENTS SHOWN THEREON ARE SET' IN.THEIR CORRECT POSITION AND ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. ��u 7 I -DONALD NALD D. MCCORMICK. ICK, R.G.E. 9033 I.F.N. SEELY. JR., AUDITOR OF THE COUNTY OF 'UTTE, STATE OF .CALI FORNIA 00 HEREBY CERTIFY THAT THERE ARE NO LIENS AGAINST 'PA RADISE PINES UNIT N0. 3'AS HEREON SET .FORTH. OR UNPAID STATE. COUNTY MUNICIPAL OR LOCAL TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES. EXCEPT TAXES OR SPECIAL ASSESSMENTS' NOT YET PAYABLE• TAXES OR SPECIAL As WNI� tRE A II EN RUT NOT YET PAYABLE II ESTIMATE TO BE IN THE AMOUNT OF ,.100• Ak; 2..�A,, I • F.H:.SEELY, JR., GOUI+CY AUD�ON ALBERT J. WALSH. DIRECTOR OF PL ANNINO OF THE PLANNING COMMISSION OF TME COUNTY OF BUTTE. STATE OF CALIFORNIA, DO HEREBY CERTIFY THAT THE ANNEXED FINAL MAP OF'PARADI.SC PINES UNIT NO. 3'CONFORMS SUB 5 TANTIALLY WITH THE DISI SHO 'N N E 1'"TATIVE MAP WHICH WAS APPR(9VEO BY THIS COMMISSION ON I D I ALBERT J. ALSH, DIRECTOR OF PLANNING 1. CLAY CASTLEBERRY. DIRECTOR OF PUBLIC 'WORKS OF THE COUNTY OF BUTTE. STATE OF' CALIFORNIA 00 HEREBY CERTIFY THAT 1 HAVE EXAMINED THE FINAL MAP OF'PA RADI SE PINES UNIT NO.37 THAT IT IS SUBSTANTIALLY THE SAME AS AP PEA RF.0 ON THE TENTATIVE MAP ON FILE AND ANY APPROVED ALTERATIONS THEREOF, IN AT ALL PROVISIONS OF THE SUBDIVISION MAP ACT OF THE STATE. OF CALIFORNIA AN LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF SA10 TENTATIVE MAP HAVE BEEN COMPLIED WITH. AND I AM SATISFIED THAT SAI 0 MAP IS TECHICALLY CORRECT. CLAY /O CASTL F�PRY, R.C.E. le�_a DIRECTOR OF PUBLIC WORKS. COUNTY OF BUTTE • f 4 Y'1 ti n I, CLARK A. NELSON, COUNTY CLERK OF THE COUNTY OF UTTE. STATE OF'CALI— FORNIA. DO HEREBY CERTIFY THAT ON THE DAY OF . 1970, THE BUTTE COUNTY BOARD OF SUPERVISORS OFFICIALLY APPROVED THE SUBDIVISION MAP OF 'PA RADI SE PINES UNIT NO. 3'THE RECEIPT OF SATISFACTORY SECURITY INTHE AUDITORS ESTIMATED AMOUNT OF= L=70 !NSURE PAYMENT OF TAXES WHICH AHE A LIEN BUT NOT YET PAYABLE WAS ACKNOWLEDGED. TIIOSE PORTIONS OF JACK PIN F. IN WAY COLUMBINE ROAD, TOREY PINE ROAD, TWIN PE ROAD PINOY ROAD SPAR WAY, IMP EBIAL WAY, PINEHURST WAY, "�' -- OAK LEAF COURT. STAR PINE COURT. AND SNOWBERRY CIRCLE AS-:'$ijQt9N ��i�• WITHIN THE COLORED BORDER LINES ON SAID MAP AND OFFERED FOR.JIEgt1l' T''FQIQ':`: FOR PUBLIC USE WERE ACCEPTED ON BEHALF OF THE PUBLICFOR CDUtY ROAD + PURPOSES. PARCEL 'B'AND 'C' OFFERED FOR DEDICATION WAS NOT A,PTED, CLARK A. NELSON. COUNTY CLERK r.i ^ BY DEPUTY RECORDED IN THE OFFICE OF THE RECORDER OF BUTTE COUNTY, STATE OF CALI— FORNIA. AT THE REQUEST OF OROVILLE TT TJ_ LE COMPANY AT I MINUTES AST 1Z.0 -CLOCK �M. ON THE DAY OF�[(� 1970• IN BOOK �OF MAPS AT PAGESSLIL�pECOp01NG NUMB R.9 ii0 1/ • 12 ate. e� LOI� NDER. BUTSE KL ETE COUNTY RECORDF.p BY DEPUTY SUBDIVISION N0.1o�__ PARADISE PINES UNIT N0. 3 PT N?` N.E. 1/4, SEC. 14 , T.23 N., R.3 E., M.D.M. BUTTE COUNTY , CALIFORNIA JUNE 1970 MURRAY d MCCORMICK INC. 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" $,�� /a/n:w wRNa/���� e'�g111 �1//e o 8/ `1 a Noll t/ /u.rf• Jf 1; c /a5'"•, g `.1R „•a/P g R It S /♦♦ ��/ / S / ronot .creCs /o%3N / w>p•6r ir'F- S N>rtf jl' .', ` I e eZ 7R �, �I KGs. a."�,_� _ /ecLr q.Pr• / : w a a " /zG F+'1J+elL a, e i c 0.470 -4`TG p r�'..' 1 8 'a o ,•. /J6 � 1 c /ss � o '^ /90 ,' g Ar.>3' 1;��. 1 a � �Y n� !n� . � P` (,s fs /2 1 ; ,.f,•f s c o • 'C ,i fa• a, . 1 (' P / �t PD 1 _�'1 ,IJ.oa' i < C : u •r'Y<�`:rro'a/c /rs• / �n ..P /27 ' �A /$ L4° PI LEGEND• � w \ /1T a'�' 1 •.• o N� oB' ` frN•a ,. ?. ��, //7 � ` �'.............. ....o ts LY '� e• � o ra /[/ i /' BB' p, 4 w�i 1 1 / /P ' d S P CALCULATED POINT ......... ........................... .. \C m'S -��l �' J � i r ,�� +fig 1� /z9 , 'nwf Is•/f'B.' f!a 1 /, 5tt �t OVERHANG EASEMENT ................. .......... ............ ...® ^L ." 1 e �M /aa �1 . `� Y� � .B T. r>• 1 ' � B'/o°'- �` rg Q� l^ 1 i .av 1 otm /SS tB f/C R3./J' Iee `• �<•i°`T:• /?B V�m vE.iO/ii' G� SET BACK LINE ........................... •^x. act ` $? 1 r .•. o i�.N. n n : IC I e3•_ ✓z5 .� 't -I ,o•wc.�_-_ o a n " ^ •• 1 y8 � /YP �' L. a eYrrri'or•1 � I C" it ' P PUBLIC U. Lliv EASEMENT IP.U.E.1............-_--�' tt 8 1 �fgLf 1 ,� a e //ate 1� T• c'1 /a/ Ni. fc_ -NarrrBJ•,r--rro.re•- - :�1ao/if d 0 Lt n'o.c.-_ o? nvo r..s' g Z u � 1f 9v L __y •59• P� P DRAINAGE EASEMENT 10. E. )....................... .eov rrwr�l t ,ia/f � o /6? '• �.G-1 �aza'. i mma\ `� o Y(I 2 8 1 'N>r w w' a �1� a• ta'e✓G. _' flvrf '� n f ^ o! \I �. , P . sS q11 /P 5010 •�Jg 2 r.. /d 0, `� ` i'h /Sb 2. g•: 1y<B ,fc 4.! :'it 'lo n� $ I`/b/ , a /bP `n TCNTP51Sr CENTERLINE MONUMENT ..... ........................... ............. ® ' /GO'� q� Iq (y� pw SET 2 % 3. IRON PIPE TAGGED R. C. E. 9033 .. ..............! _ /ro-a>'>: /Sy L'¢ i',y �.. en• 1'o.v ^snit •'!O' 1C/ L BK! iNafd'/ w' g�; Ns:rr• nra• J urr•. a -- -L O'm 1 $ 3•, /J7 %\ A•^i1Yr Y. wi��y /B ALL LOT CORNERS NOT INDICATED BY THE ASOVE SYMBOLS \ [• t Ai 19' �.•1 ? !f' 9' '� J r$ TO BE MARKED 9Y 3/4 IRON PIN WITH •TAG R.C.C. 9033 'Aw 1 w /•t '1 ' ".0 Ir �� �� r[ Nfrr-rl'BTw R( _-_ x:01 VNfPr'•�f'-.. ,. AA�ft 4/.� p. [>A ror COLUMB/Nl LrL. .POFD I>i JTT - RECORD .. ......... ............. ...... ..... ....... ..0 J u 0 P I 1f• FOUND MONUMENT AS SHOWN ........... ....... ................. .. )• � - i�l ,', ifs / „ )3 al f m I',. alt r ear• � , / in• I . w e • ,• t �..Ct f'OG /AXE. AREA IN WHICH SEPTIC TANKS B LEACH LINES ARE PROHIBITED'.-.. _-.l j� 9 1 dP/fd ' a5' j4tL°r af' ', I,Z ^� /bb "$ /bE I 5t •• •.zf• <e 'I ^ BASIS OF BEARIN1 ArG /67 A L rllr gl^ K /66 Y P I THE WEST LINE OF ' SIERRA DEL OROESTA7ES UNI T NO. A SHOWN AS N OC -48'12•E ON THE MAP FILED 17: THE OFFICE OF THF. RECORDER Of BUTTE COUNTY IN MAP GOOK 35 A7 �` ° sir a>� ry it,r fC 's'o:.r .!1 ',,2% r•_, , i E /•�"' /f 11 �' [• //' / If.91•: /I/• ti X /IYl'!BM /N.ev' PAGE$ A9. 43. AND S0 �( P• ` ffa a.t`•1n ,.fl/� 6a.lf' ' >a.d/r1l _.- /7a 'vas' Ia•rI'Or'/r aIL.Ba' N''� .1 •1Aj , fd / .,,/.E. ,N ��; , n I. n. �vs>•w'w>c >mc.cL] �<N A•//'f/L' 1 .'e i•ef' o '! /G9 $ �, ♦. Z.1 '.1'1 r'': 'yl u. N, loe [or>9 Gera ro t p 8 /ss f k v y /7fi /Cmsi . 9 4 i h4k SUBDIVISION N0.1L S • P' '' ;ev N /eT 8 V �;C /Taf✓1Jf 9D �•1" -I''o a� ,9,� , �PARADISE PINES UNIT NO 3 1 .A_•1 g Cte •E_..... q 1 1 i0' F OSE Ao' • Vin e� `t{c ,'v. 1. •/i ai !' o �•1,y.5;. .Pf' B vi qa. />J" ��^ o� coc: a° Ali ++• * A>BMlfe-C $,; r+ .;r� •� N1+ ap1NE/° PTN. N.E. 1/4, SEC. IA , T.23 N., R.3 E., M.D.M. :$ /ae. k BUTTE COUNTY , CALIFORNIA tk SCALE, 1"= 100' JUNE 1970 ,5 CF p/79 , 8, 1� 3- �g�.v �/ MURRAY a McCORMICK INC. 1 ;B.s 1 �. _ 1y " k'•Pr;'�r' CIVIL ENGINEERS LAND SURVEYORS _.. 49 - ��"� � f'gSCP •SP'9�•N � 1912 FST., SACRAMENTO, CALIFORNIA o See SHEETA SHEET 4 OF S SHEETS K .. j RECORDING REQUESTED BY: Fidelity National Title Company of California Escrow No. 304727 -WC Title Order No. 00304727 When Recorded Mail Document and Tax Statement To: Mr. Guy Gerhard 14361 Carnegie Road Magall,a, CA 95954 GRANT DEED IIII!!�l�I�!lI�IIN!lll�lll�Il1 Recorded 1 ITEC Fid: 11L to Official ial Rec rds I TAX x.95 BUrTE CMACE J. MB89Recor j ROSMWDICKSM j Assistant I Cheryl 09:WRD1 M-Dec-aw I Page 1 of 2 The underei W grantorls) declarels) Documentary transfer tax is 025.95 I X I computed on full value of property conveyed, or t l computed on full value less value of liens or encumbrances remaining at time of sale, [ l Unincorporated Area City of Unincorporated FOR A VALUABLE CONSIDERATION, recelpt of which is hereby acknowledged, Richard Polens, Successor Trustee of the POlens Revocable Inter Vivol Trust initially crested June 17, 1$93 hereby GRANT(S) to Guy Gerhard, An Unmarried Man the following described real property in the City of Unincorporated County of Butte, State of California: SEE EXHIBIT ONE ATTACHED HERETO AND MADE A PART HEREOF DATED: December 19, 2003 STATE OF CALIFORNIA COU Ty OF ON —before me, personally appeared Personally known to me (or proved to me on the basis Of satisfactory ev(dence) to be the Person(s) whose nomels) Ware subscribed to the within instrument and acknowledged to me that he/she/they executed the Sarre in his/her/their authorized capapty(ies), and that by his/her/their signatures) on the instrument the person(s), or the entity upon behalf ofwhi the WOOn(s) acted, executed the instrurn f Witness my hand and official sea(. f Signature Polens Revocable Inter Vivos. Trust initially created June 17, 1893 By:_� Richard Polens, Trmtee T WEPJDY CSER O Comm. 9131=27 EV -14 NOTARY PUBLIC CALIFORNIA 0 GVTTF r� yC�,..� 1 MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 1ReV 7MO) GRANT DEED .Ovrdoriptianar: .1111,- 8utte,CA mC�nt-It;2003.88181 Paga: 1 of 2 Co►nent: Order No. 304727 EXHIBIT "ONE" Lot 159, as shown on that certairi Map entitled, "Paradise Pines Unit No, 3", filed In the Office of the County Recorder of Butte County, California, on June 17, 1970, in Book 3t,'of Maps, at Page(s) 78 thru 82. EXCEPTING THEREFROM all of the valuable minerals'bsneeth the surface of, the sold lands, with the rights to mine and extract said minerals, it being agreed and understood that in all mining operations, the surface of said lands will be protected against damage and that all such mining shall be carried on from tunnels, shafts or drifts having their orifices outside of the surface area of the above described realty, all as excepted and reserved in the deed from Magalia Mining Company, a Corporation, to E.Q. Storts, etux, recorded'September 4, 7947, in Book 423, Page 385, Officlal Records. Assessor's Parcel No: 065-400.015 Ordar:121n; BHtte,�j Docv�yt_Yoar.DoaSA 2003.88282 Page: 2 of 2 Ox+der: Z22I Chit: ti Order No. 304727 EXHIBIT "ONE" Lot 159, as shown on that certairi Map entitled, "Paradise Pines Unit No, 3", filed In the Office of the County Recorder of Butte County, California, on June 17, 1970, in Book 3t,'of Maps, at Page(s) 78 thru 82. EXCEPTING THEREFROM all of the valuable minerals'bsneeth the surface of, the sold lands, with the rights to mine and extract said minerals, it being agreed and understood that in all mining operations, the surface of said lands will be protected against damage and that all such mining shall be carried on from tunnels, shafts or drifts having their orifices outside of the surface area of the above described realty, all as excepted and reserved in the deed from Magalia Mining Company, a Corporation, to E.Q. Storts, etux, recorded'September 4, 7947, in Book 423, Page 385, Officlal Records. Assessor's Parcel No: 065-400.015 Ordar:121n; BHtte,�j Docv�yt_Yoar.DoaSA 2003.88282 Page: 2 of 2 Ox+der: Z22I Chit: NOTES RESIDENTIAL PERMIT NO. 06,5-400-015 _,�05-0408 Ct I GERHARD, GUY)4' _ �- (flcj PST, MAGALIA CONT: EXEC HOMES NEW MH PERM FND 11 SPECIAL CONDITIONS 11 CHECKED BY —SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature J=OK 0 = Not OK . = NotReadyable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test-Wrap;-/ /" L -ft. / P Nat. or / /" L "ft./ P LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date 73. Card B-1 Date Card B-1 Date 74. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Garage Fire Door; Swing -Landing -Closure 24. Fixture & Transformer Clearance -Ins. Protection A.C. Duct in Garage -Damper 25. Elec. Receptacles Spacing -Lights & Switches at Doors Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Size Boxes & No. of Conductors Stapled Plb.; Elec. & Mech. Equip. Listed for Location 27. Romex Installed Close to Edge of Studs & C.J. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Insulation -Foam -Looked in Attic 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Guard Rails & Deck Construction -Post Caps 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No Clearance Looked under Floor O Yes 32. Service -Riser Conductors & Ground Main Disconnect Following Instid./Drive 0 Yes 0 No/Walks O Yes O No/Planters 0 Yes 0 No 33. Equip. Clearances Panels-Motors-Mech. Equip. Stucco Brown -Finish 34. Clothes Closet Light -Shower Light -Spa Light A.C. Unit Disconnect, Electrical -Plumbing 35. Smoke Detector Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 90. 36. A.C. Ducts Insulation & Support 91. 37. Vent Fan, Exhaust above insulation 92. 38. Condensate Drain & Overflow, Size & Grade 93. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 94. 40. Attic Access & Platform if Furnace in Attic Date Address Posted Card B-1 Date Card B-1 Date Fire Sprinkler Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instid./Drive 0 Yes 0 No/Walks O Yes O No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 1311'1"I'l�� C_O(JN'1'Y 1",Vle, 1,01'N411,N7' SEitVICLS t N'117' A 11 H., I C A'1' 10 N A1, R1 -,Q111121- MrN'rS .LE: (530) 538-7636 • CHICO: (530) 891-2834 N: (530) 538-7541 ED A'I' %7A!/_ Ole A1'PLl'CA770N For office use onl Zoning - Flood Zone SRA es No Occ. _ Type Consl. Subdivision Name Map Book Page Lot # IPlanner Dale Approved: OVER FOR SUBMITTAL REQUIREMENTS ":\FORMS\BUILDING F0RMS\B1dgApp1SubRgm1s.doc Pale 1 of 2 LOCATION 1'E121171T NO, 6-5-6 //()' BP BIN # AP/1 'OSS - ?4—:: I Property Address (� L i t Y\ -,q lo,A L fl REV 4-30-04 1 `^�'".-vtinM4+,.......i�✓�-'-"iy��..f+�"^^r"'..�Ta..�'.13'e.r'i'uik�-^.�,M-d`�^�4.'1v. �1,.. �.- ,.f. •.-.....•-.. _ 1 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING L)VOSION t 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use: p j Counter Technician: Date:���5 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1% 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, "'signed by the preparer of the plans. ❑ V Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ ` 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 8. Manufactured homes: (A) Data sheets and installation inst, ( Marriage line info, (Floor Plan, ( -Tie down or -fn, d plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner azardous Material Form anitation ,and site plan ppr val from t e EnvironmeEtal Health Department in ❑ Chico ❑ Oroville, as applicable. �6. Other av, PP & , J .Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ t 17. Fire Sprinklers............................................................................................ h ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required .......................................... ........ ❑ 20.' Erosion Control Plan Required ................. es as shown on the attached Schedule of Fees Due Sheet .............................. 22. City of Chico Plumbing permit......................................................................... lifornia Department of For stry plan approval maid. Sent by: /........ Planning approval (A) Use: (B)Parking: (C) Parcel Check: a 3- - zoo 25. Contact Land Development about _ Improvements, _Drainage ......................... T-_ f 26. NPDES Form............................................................................................. 2 croachment Permit for driveway from the Public Works Dept ........................... 28. Pre -Inspection for required....... ❑ . 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. 33. corded copy of Agricultural Acknowledgment Statement ................................. ❑ anufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 3 Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, I4ieck to H.C.D. $ 38. _.. ri i. '1 ioAG When issued Telephone - ,, and hold for pickup. v I have been informed of the above items and fr requirements for obtaining a build g permit.-< Applicant: 1. Indexermit a lic�t)�in f7r(h—e a ve ite PP'�'' eP Plari Check Le ter l items required a1, designer, owner, was advised b Sor,.�designer, ata phone, ❑mail, ❑ counter, by Date: O ow er, was advised of the ab Plans by: I a date b ZS ❑ phone, ❑ mail, ❑ coun r, by Date: reviewed Date: Plans approved by: gR Date: O Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: i v Yellow: Building Division E.H. USE ONLY Plot Plan Anachad Roof Plan Attachad Sant to % ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance DoT iS� �5,P-/ i�v h�c�2sT jC �d� um 6L.,, Owner Location AP# . Plan Approved for: Sewage Disposal Clearance for ✓ dwelling. Other - Hold final for: Final clearance O.K. for: NOTE: 1 --- Environmental Heal 8/96 cialist Water Supply: Public Private Well 4 -le -"009 4 0 . / 02 0o r Date OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE PROPOSED BUILDING USE Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x =,$ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq.b Amt. t/ 5. RECREATION DISTRICT FEES zol'v9 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) _R4. SRA FIRE INSPECTION AND PLAN CHECK '(paid at Building Division) �RQ 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE / $2500.00 (paid at Building Division ) , 10. OTHER J b1 DATE RECEIPT # DATE REC. FA At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during tl e plan checking process. APPLICANT -) DATE 1A f Pursuant to Government Code "cc on 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) t/ 1. BUILDING PERMIT FEES Due C $ --Balance ........................................................ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES (paid at District Office) (�I v evi –1/-3. SHERIFF FEES (paid at Building Division) Residential .................................... X $360.00 Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x =,$ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq.b Amt. t/ 5. RECREATION DISTRICT FEES zol'v9 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) _R4. SRA FIRE INSPECTION AND PLAN CHECK '(paid at Building Division) �RQ 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE / $2500.00 (paid at Building Division ) , 10. OTHER J b1 DATE RECEIPT # DATE REC. FA At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during tl e plan checking process. APPLICANT -) DATE 1A f Pursuant to Government Code "cc on 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) Butte County Department ofDevelopnent Services %03. 7 County Center Drive 0 0 0 0 ,l- Oroville, CA 95965 538.7601 Telephone 0 0 0 0 :.a. (530) 0 0 (530) 538.7785 Facsimile UNty BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: APN: O S —(400 f1 r - Building site address: OLrU, r 0-Y 1 V1ik )V'� q'c Permit No.: I have read, understood and accept the terms and &nditions as expressed herein submission of the above -referenced building permit application and my signature below Copy to Applicant/EH/File DATE K:Fonns/BldgPennitwithoutClearances 020705 as indicated by my 5 Department J. Michael Crump, Director Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement jLESS THAN 1 ACRE1 Project Description: ` Jeu rm LL- Qo- �-�t l BP�q �:S' 6.40 F5_ Project Location and/or Parcel Number: 6 — "QlS - By signing below, I, the projeet owner/owner's-agent, certify that this project WILL NOT DISTURB l -aere 6t more -of land and •thatl, .therefore; do nQ rt ed o::apply fora Construction Storm Water:Permit - -from the State of California Regional°'vVae3r}Bali Control Boatd. Phased projects that contain multiple site build=outs of:less-than one'.:acre._but_when-.combined with subsequent phases total more than• one -acre of disturbed --soil- will require -a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information .or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 SITE PLAN REVIEW APPLICATION Date:--Z�e� AP# ct!6S 900- ( /,7 - Permit s Permit Number (if applicable) �95- - 0 W 8 Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: Telephone No.:// Email: Situs Address: P/� P,414,r;r� Proposed Use:' Residential ❑ New Single Family Residential ❑ Single Family Addition Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building P❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel"' ❑ Well ❑ Agricultural Buffer Form ❑ 'Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site PI n Stamped pproved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Snow Load Area: Z 5110 " 3GUU Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate -Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ,❑ .100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) n Oroville F.ntemrise Zone Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------- ----------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: /l t-1 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ® CDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning'Code. Streets & Highways Fire Prevention Subdivision Map Front _ Side r' Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ® CDF approval needed for encroachments into SRA setbacks. Page 2of5 Applicable Development Fees: Standard Fees Amount Fonmula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender , ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 U-N,uT IN Subdivision Map/Parcel Map: PiA904r SF P l$ 5 Map Date of Recording: Lot: C �- I Book: ❑ Use Permit/Minor Use Permit �5- Page: Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes,-NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as'amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. 0 E' Page 4of5 Summary of Specific Requirements: V This information provided in this summary is based on the application information and on the best available data at the time of review. CALanys\Building Permit Site Plan Reviewl.doc Page 5 of 5 ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext- 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/publicworks/forms.htmi 7—/71r� NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Permit NumberDistrict Phone (530) 538-7157 Ext. 2016 —. APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be ed or legibly printed.) 1. Applicant's Name. /' G �� � la. Company Name: i � r �� �] K Glc d 0— T r Q_' % 2. Address: •� ') -33. Phone: 4. Assessor's Parcel Number. 5. Location of Work to be Done D 6. Applicant's ; rire F 7. Date: G.. G EiR-�i-A�-t� 'L — � o — o S • CONTRACTOR'S INFORMATION 8. Contractor's Name 9. Address C+�h 10. Phone: Ti 1 —� c 1 11. Fax: g� — $� S 3 12. Contractor's License Number. 1 y S �3 • XJ 13. Cedificale of Insurance: Yes �l No: ❑ 14. Contractor's Signatur 14a. Date Signed: 'aQ v.S. .15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: Sidewalk: ❑ 17. If Driveway List Type: . r � a 19. Other Work - Describe: 19. Plans A ached: ��Yes ❑ No PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby ted. 20. Conditions cJS�C tae�1 l t I L I t G ie i4<__�4 -r,-) nl rM.1 nl L rv1 t. -w— - N -T) L N Q_, cTrJ w Underground Service Alert (U.SA) must be nolitied two working days prior to any excavation. 800-227-2600 21. ❑ All work shall conform to accompanying: Detail ❑ Plans ❑ Special Conditions ❑ 22. Date Issued "0 23. Expiration Date: .2 0015— 24 Surety: 25. Date Paid: 26. Amount Paid: 2 . aid By: - 28. Receipt o�/.: /ri O 7y:'29. Mike Crump, Director of Public Works gew Final Inspection Date: 30Inspected By: e - OK Completed —Not OK ForCou°r, ❑ Additional Comments Attached ure0AIr- 31. Comments: Note: If nermltt Are rAYrlt to AnV nnmr.nr r..r:.re.. /t7n1k CID AICZ .L__. _ %-, I--, uwy u011 vc UG1dYco up 10 OOC weeK. Page I of 2 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 205-0�1256Es0 Recorded Official Records County Of BUTTE CANDAC.E J. GRUBBS Recorder ROSEMARY DICKSON Assistant 11:46AN 05 -May -2005 REC FEE 10.00 CONFORM 1.00 Kathy Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: i Date �'- �� '94 PROPERTY OWNERS: State of California County of C3cNTT1Z— On `I - of 6-0S " before me, � personally appeared J e re c .r S t�u-n personally known to me (or proved to me on thd basis of satisfactory evidence) to be the person )whose name is/ subscribed to the within instrument and ackn wledged to me that he/sh�ecuted the same in his/her elr authorized capaci ie> and that by his/he their signatur (s n the instru ne , e perso92))or the entity upon behalf of which the personCs, cted, executed the instrument. WITNESS m and and official seal. AN VETTE LEE3MERCER� signatur//�`� Seal: NOTARY PUBLIC -CALIFORNIA BUTTE COUNTY O A.P. # O(QyAOV - t7 %5- COMM. EXP. JUNE 15, 2006 - S9.At �i I bsb^ro�sA + . t MIDIOM I ab-t000A 160111 to vsd�bj 8H8f1R8 A jagm 1 vamia YRAXM vdtsN I tastataao & 10 t SPA 1 aw-Yrs MOM the following described property in the Unincorporated Area of , County of Butte, State of-Callfornia: LOT 159, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 17,1970, IN BOOK 35 OF MAPS, AT PAGES) 78, 79, 80, 81 AND 82. EXCEPTING THEREFROM ALL OF THE VALUABLE MINERALS BENEATH THE SURFACE OF THE SAID LANDS, WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT BEING AGREED AND UNDERSTOOD THAT IN ALL MINING OPERATIONS, THE SURFACE OF SAID LANDS WILL BE PROTECTED AGAINST DAMAGE AND THAT ALL SUCH MINING SHALL BE CARRIED ON FROM TUNNELS, SHAFTS OR DRIFTS HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED IN THE DEED FROM MAGALIA MINING COMPANY, A CORPORATION, TO E. D. STORTS, ET UX, RECORDED SEPTEMBER 4, 1947, IN BOOK 423, PAGE 385, OFFICIAL RECORDS. r n I CDF FIRE SAFE REQUIREMENTS AP# j� J� ��% �� PERMIT # 05- NAME Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] ' Surface. All driveway surfaces and .structures (bridges, culverts and other appurtenant structures which .supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius [XJ No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet 'shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 5 [XJ Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. 'All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. . Where a one-way road with a. single traffic lane provides entrance, a 50 -foot turning radius shall be used. C ED F E Q U Setback for Structure De tensible Space _.. . [X] Maintenance of Defensible Space. To ensure continued maintenance of . properties in . conformance with these standards -and measures and to assure continued availability, access and utilization of the defensible `space provided for in these standards, annual maintenance must be provided for by the landowner. pa rcels 1;`acre and larger shall provide a' minimum 30 -foot `setback'for buildings `and' accessory buildings 'from all property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See 'Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, _burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed, prior to completion of road construction or final building permit inspection._ � .. Other Requirements [ ] If Buildina Setback is 15 to 30 Feet: �. Class A or B roof Enclosed eaves If Building Setback is Less Than 15 Feet Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco = 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials Date Signature I R E 1 11 2rp1 �.h-1 11�I :A'pI I L-03,.-2:21 _ I G�.L UilJ. I J Pfre Sate s must be completed 0 w e77- iPO FP7 mm aWowd Jx,rar4o�1 pf,'�t'ahE� -rid - ►���rt. 2 rt�,�TfF• hof-[�L�- FAM�t��{ REVIEWED BY q� BUTTE CO. FIRE DEPT.,,, CALIF. DEPT. of FORESTRY I Cl approved as submitted approved with conditions PLANNING DIVISION - BUILDING PLAN APPROVAL r a 3heAt. �{ �7r b� Use: Date:�_� r Parking: andscaping: ignature Date Other. tom,.. _1. Signature: _lrj IL APPROVED imental F —/9-c 130TTE COUNTY BUILDING DIVISION � 11-1 m:n- 6 11 SITE, PLAN :_.......... - ...._..._....... 7... ....... - .. _ .. ........_.........._......... - : : : ........ ......................... ..•: ............._....._•----- .... ...................... : Eriviroh entaiiH'a ,:,i .... .. .. .......... .. f ............. 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