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Home My WebLink About069-310-018Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Facsimile www.buffecounty.net/dds ADMINISTRATION * BUILDING * PLANNING December 20, 2006 Michael Green 5987 Woodbriar Way Citrus Heights, CA 95621 RE: Permit No. 06-1125 APN #069-310-018 Owner: same On 9/13/06, a deposit was made to the Building Department in the amount of $424.94, of which $274.95 was retained. Please sign, date, and return the enclosed claim form to this office. Once we receive the -claim form, we will then process your refund in the amount of $149.99. Should you have any questions, please contact this office Monday through Friday, 8:00 a.m. to 4:00 p.m., at 538-7601. Sincerely, Diane Lewellen Account Clerk, Senior Administrative Division Enclosures: Claim form $149.99 Refund Request Application — Please sign, date and return with claim form. County of Butte Oroville, California GENERAL CLAIM CLAIMANT: Michael Green ADDRESS: 5987 Woodbdar Way CITY & STATE: Citrus Heights, CA 95621 DATE OF CLAIM: SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELA AMOUNT Refund Claim - See attached calculation sheet APN: 069-310-018 Permit No.: 06-1125 PAID RETAINED REFUND Development Services $ 329.94 $ 274.95 $ 54.99 THERM DRNG $ - $ - $ - SMIP $ _ $ - $ _ SHR $ - $ $ - SRA $ 95.00 $ - TOTAL $ 424.94 $ 274.95 $ 54.99 :.......r.•.•.•.•.. ' .* ' > ::::: 101001 DVLPMNT SVC 440-001 4210500 $ 54.99 1011822 THERM DRNG 1800 280 $ - 1011430 SN11P 1001 280 $ - 1011811 SHR 1800 280 $ - 101001 SRA 0100 4617240 $ 95.00 TOTAL 1 1 $ 149.991$ 149.99 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. Dated this day of 200%at . 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 there is a Budget Appropriation or Specific Board Approval (Check one) for the same. Dated this day of , 200' at Oroville Calif. Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE . OIjnlTAR'S IISF nNI Y DEPT & SUB PROD SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. Butte County Department of Development Services Building Division 7 County Center Drive 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 the 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 paid to other County Departments 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 receipt) and return to Develo ment Services for payment processing. CLAIMANT'S NAME: MAILING ADDRESS:j `� r�0� yJ�2 4le- PHONE: ASSESSOR'S PARCEL NO.: i2 L [Please use one claim form per permit] BLDG PERMIT NO.: Receipt No. 1 Receipt No. 2 Receipt No. 3 RECEIPT NO.: RECEIPT DATE: (5 13 D L d l (o RECEIPT AMOUNT: wlk /'�!s REASON FOR REFUND R VEST: Check those fees which you wish to have considered for refund: OBuilding Permit Fees OSheriff Fees OSRA Fees (CDF Fire Planning) DOther (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 Date CLAIMANT: Michael Green ADDRESS: 5987 Woodbdar Way CITY & STATE: Citrus Heights, CA 95621 IDATE OF CLAIM: 12/20/06 APN: 069-310-018 1 RECEIPT INFORMATION NUMBER: DATE: ISSUED TO: CHECK #: AMOUNT: PERMIT #: PRIOR REFUNDS: FEES VERIFIED 450598 5/15/2006 Michael Green 1338 $424.94 06-1125 Yes .......... ....... ... .......... .......... r x DETAIL BLDG 'from Plan CI SRA (inspection) JND PROCESS FEE WING TOTAL DRNG APPROVAL Date Reviewed Scoff Rutherford Chief Building Inspector Time 1109. PAID I RETAIN I REFUND 21 BLDG 0010 440-o01 4210500 101001 THRM DRNG 1800 I-HRM DRN( 280 1011822 AUDSUSP 1001 (SMTP) 280 1011430 SHER DEV FEE 1800 (SHR) 280 1011811 FIRE 0100 (SRA) 4617240 101001 .......... .......... .......... .......... .......... ....... ....... .......... .............. .... .............................. ..... .......... .......... ....... ... .......... .......... .......... .......... .......... .......... .. 0.00 0.00 0.00 0.00 000 ............ 9 .......... 0.00 0.00 0,00 .......... 95.00 95.010 95.00 $ 424.94 $ 274.95 $ 149.99 $ 1 $ i$ - I$ 95.00 CHECK: $149.99 12/20/2006 DIFFERENCE: $0.00 (Should be blank) 0.00 .......... .......... .......... .......... .......... .......... .......... ... .......... .......... ............................... .......... ............................... .......... ............................... .......... ............................... ............................... .......... .......... .......... .......... .......... .......... .......... .......... 0.00 0.00 109.98 109.98 109.98 .......... .......... .......... ............................. .......... .......... ...................... .......... 54.99 -54.99 . -54.99 .......... .......... ............................... .......... .......... .......... .......... 329.94 274.95 54.99 .......... .......... . ........ ... ............................... .......... ........... .......... ........ ............... .......... ........ ...... 0.00 000 ............ 9 .......... 0.00 0.00 0,00 .......... 95.00 95.010 95.00 $ 424.94 $ 274.95 $ 149.99 $ 1 $ i$ - I$ 95.00 CHECK: $149.99 12/20/2006 DIFFERENCE: $0.00 (Should be blank) usf ly�s�'' d iia B"J:TT—E' i 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 OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" For office use only: OWNER INFORMATION t Last Name F od Zone irst N me Address0 Cu l n Q.� �. Ave Ci 1 o Stat Zip �/ 'i (� Phone�J',S .� o'— Fax E-mail Lic. # For office use only: CONT ACTOR Name all F od Zone Address SRA City State State Zip Phone E-mail Fax E mail Planner Lic. # Class For office use only: ARCHITECT/ENGINEER Name F od Zone Address SRA City State Zip Phone Fax E-mail State License Number For office use only: APPLICANT INFORMATION N �- F od Zone Address SRA City I No State Zip Phone Map Book Fax E-mail Planner For office use only: Zoning E PP operty s 3 / R :> F od Zone Closs Street rc� SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT 0 v BP. BIN # PROJECT LOCATION AP#D/ - 3/0 —dig (A�ddre E PP operty s 3 / R :> City Closs Street rc� W RKFR'S CO ENSATION Policy Number el�L 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 Page 1 of 2 Description or Scope of Word : Sq FT- LivingIV -Lk)Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. 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. Wive:Amount: �1�'O"' Bldg �� ► ' SRA Receipt t� �' Sheriff ,��'f� _[[ �QQQJ SMIP Dater l� other Total REV 8-12-05 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 IN 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 manual, (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. Building Permit. Application Without Required Clearances Form ❑ 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). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 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\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 O t A3 4 ..wai �. ,q,,.µ,4,�r �y.� F,, C' cR 'Yrv►rx:'r°r.� . �,��•..>..+; E��"'J.tafi.,.;r irkk..l'.i+r.- �,`c.� ��•r_ty��..t'�"" .�v i�t}, \.j� A COUNTY OF BUTTE -DEPARTMENT OF�DEVELOPMENT SERVICES -BUILDING DIVISION } 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2.140 PERMIT APPLICATION DATA SHEET OWNER: � ` ASSESSOR PARCEL NUMBER J� CIS U l PropP,ed Building Use: N�Y 1 l t I�� ' g )-'e ��64'ennit Technician:alrDate: Ite s required in order to apply for a permit. All boxes MUST be checked OR marked NA in order 0 apply. 29 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 faxesl ❑ 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. / "AL 8. Manufactured hoes: ( sraollation_ a clud�g C4loormarriage line info, ( Plan, ('D) Tle down or fn_ d plans, all in duplicate. ' �.._. ❑ 9. Metal bldgs: 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. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other e ainin 'terns needed to issue the permit. (May require additional plan review upon receipt of the following itemsInv 1 .) 6 14 Sanitation and site plan approval from the Environmental Health Department in ❑Chico ❑ Oroville, as applicable 41n ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑/ j8 Erosion Control Plan Required........................................................................ q Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs ...:.......... . 22. California Department of Forestry plan approval fl paid. Se1.. . 23. Planning approval for (A) Use: 6LL-@) Parking: (C) Parcel Chec.......... c� ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: .......7 ............. 26. PDES Form.............................................................................................. Encroachment Permit for driveway from the Public Works Dept ........................... Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carnef.-and Policy Number .......................................... 30. Owner -Builder Verification (✓ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement.....�, 5 ❑ 33. Existing,violations and/or expired permits......................................................... ❑ / 35. Deed'Restriction................................................ ......-................................. ©,WLegal description, ❑ M.H. Title, title search, registration o MCO ........................ ❑ 36. Other: ❑ 37. Other: When issued Telephone �o and hold for pickup. I have been infot=med of requirements for obtaining a building permit. 1. Index permit application for 1 above �ws fumbered: '3�. 2. Additional items requi Contractor, designer, r, wagadvised of the above data by ❑ phone, il, counter, by Contractor, designer, owner, wat advised of the above data by ❑ phone m ❑ counter, by Contractor, designer, owner, V'sadvised of the;;r hone, ❑ mail, ❑ counter, b Plans reviewed by: Date:lans approved by: --- Structural reviewed by: DateStructural approved by: Note transfer by: Date: Yellow: Building Division Date; Q c _ Plan Check Le ter K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 BUTTE COUNTY DEPARTMENT OF DEVELGPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner GREEN, MICHAEL APN No: 69-310-018 Permit Type: Subtype: App Date: 5/15/2006 Permit No: BP 06-1125 Permit Desc: 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION Plan Check portion of Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 (State Responsibility Areal Building Inspection $109.98 NON-REFUNDABLE portion of fees due at application $549.90 $219.96 $329.94 Balance of Building Permit Fee 0 $95.00 $204.98 $109.98 $314.96 RECEIPT DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $424.94 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 1_ $3,685.8217- $329.94 3,685.827$329.94 $17.16 IBJ 4 Balance of Building Permit Fees (from No. 1 above) 5 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) 6 Additional Plan Check Fees (NON-REFUNDABLE) 7 Other*: 7a Other*: 8 IMPACT FEES - RESIDENTIAL* Per Dwelling Per Dwelling Per Dwelling Applications After 04/15/06 ,c SFD MH 9 10 County 4249.11 3183.54 1 Chico Urban Area 6146.23 4538.82 EI Medio Fire District 3249.97 2385.76 North Chico Specific Plan $9,088 773 Big Chico Creek A SR -1, SR -3, SR-1/PD 8801.09 7395.04 �c R-1 8897.09 7491.04 ti°c R-2 8390.09 6984.04 R-3 7604.09 6198.04 processing Fee is automatically added to impact fee total 1 TER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# 3238.72 5648.44 2422.68 7289.40 RECEIPT DATE Tech/Asst $100.00 $3,338.72 $7,997 $200.00 $8,341 � DRAINAGE FEES* CHICO STORM DRAINAGE MASTER PLAN 770 Butte Creek $7,997 771 Comanche Creek $8,341 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek $9,088 773 Big Chico Creek $6,776 774 Lindo Channel $8,267 775 SUDAD Ditch $7,211 776 Mud -Sycamore Creek $6,275 777 PV Ditch $8,893 10a More than 1 acre, existing buildings -fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA 1 $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling 1 $136 At time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. RECEIPT DATE Tech/Asst 0 I PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check I is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* l Oroville Elementary 091. _ ; '7_s5_O_ p tl D 12a RECREATION DISTRICT FEES* Oroville At the 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 checking process. / Applic 17Date: Pursuant to Governm o e Section 6 2 , u a hereby notified those Items followed by an "* may have been imposed on our project. You ve 90 days from the date of approval of the porject r from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66 0(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 o&�, Department of Public Works oV C o u m y o f B t t e 1' Michael Crump, , LAND DEVELOPMENT DIVISION I 0 %/ Storm Water Management Program i DIf2C1Of 7 County Center Drive Oroville, CA 95965 AveLIC Wo¢�9 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement Project Description: [LESS THAN 1 ACRE1 Project Location and/or Parcel Number: P� D 6 9 —� 1 � MAU 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 fora project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions pro` Signed: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 OWNER -BUILDER VERIFICATION J Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. , 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES,[ d] NO [ ]. 2. I HAVE ] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: _ PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I,have hired the following person to coordinate, supervise, and provide the major work: NAME: . ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: 1AME DDADDRESS PHONE TYPE OF WORK re y -etzI-s A o � IeP)m .(.2©yo'��r� . SIGNED: PROPERTY OWNERI. DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Developnient Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.netldds OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements. specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers" compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner-builder"413uildin g permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321-CSLB (2752) or by accessing their website at www.CSLB.,ca.gov. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, 1)4 ez Scott -Rutherford Manager, Building Diviion NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Office File No.: 00220985 Policy No. 714747 43 THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOT 437, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "KELLY RIDGE ESTATES UNIT 4C", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, MAY 2,1978, IN BOOK 66 OF MAPS, AT PAGE(S) 9,10,11, 12 AND 13. AP NO. 069-310-018 SCHEDULE C CLTASTD CLTA Standard Coverage a., r r."„!{c o•P... •, - -. .�..... �.. .a -`; ..�,y-z f., -. _,. , •,»syri`:,• p.•_ .Ft' tiv`�•--�.vr�^rw^+...� .. •r --r^.-.. �,.�wti. BUTTE COUNTY SCHOOLS IMPACT,FEE CERTIFICATION FORM One form per Building) School District it -4 :E&I Building Department No. _j A.P. Number Jurisdiction: -city County Property Owner Property Location Subdivision Lot No. ........................................................................................ Residential Development QJ Ee Q Q Sq. Footage ,41 No of Living Mobile Home Addition/ *Supplemental to (Group. R) Units Installation Conversion Permit # *(No foundation inspecbon ............................... ....................................................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document), Commercial/industrial New Addition Department District Identification No. 57 School District certifies that Sq. Footage (Including Exterior Roofed Areas) tl (_/110 -Date - yv (Applicant) (Street Address) (Phone Number) 9 6 (City) (State) (Zip Code) has.complied with the requirements of Resolution No. representing square febt"'o 6s,.. Paid by Check # Remarks, 5,bta-09 - by payment of $ � q * 3 , )-0 VJAB 2926 $ ULL MITIGATION $ 06`i -.310.x01 12 - L_3oroto Date * Nota: You may protest the imposiOciw& ttW4es identihedlatove by submitting a Written Protw.to the District. In cornolanceivM Gavw meffl Code Section 66020(a), within 90 days from the , iileie fees are paid. Failure to submit a timely wrk Wn protest vrtll-prohlbtt you from challenging the Imposition of the fen In_ any court action. If, subsequent to the School. District Representative signing this Butte County Schools Impact Fee CeMcation Form, the School District is notified by the applicaMe Local Planning Agency that this project Is being reviewed under the CaWornia Environmental Qua* Act (CEQI%). this Prolect mate be sublect to additionall school fan to hft nd#oa% Its kmmkct on the school'districts "schools. . . --le menti,-,P,inK (applicant). fteformids (3005)drW r 7 BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM 99 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)dA slQ "�� Building Pen -nit Number Property Owner (s Project Location /. Subdivision Name Assessable Sq. Ftge _ o{ &//0 Type of Residential Development (check one) New Development Single Family-DetachedSingle Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling V1 Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued / ) verified by Building Department CComments: — 1�/ � /I�l/ c..,/yl�i _� Al 0 FRRPD ❑ CARD ❑ PRPD ❑ DRPD certifies that: Applicant Name I Mailing Address Phone Ii State Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of. Dwelling Units @ $ Square Feet @ $ _ Remarks: . Paid ec � No: and ]Park District Representative per unit for a total of $� - per sq foot for a total of $ id by Cash: Receipt No: Date N9 BUTTE COUNTY DEPART MENTv,t-•..,.__�",,_,*,__ _ 7 COUNTY CENTER DRIVE, OROVILLE, CA www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner GREEN, MICHAEL APN No: 69-310-018 Permit Type: _ Subtype: App Date: 5/15/2006 Permit No: BP 06-1125 Permit Desc: 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $549.90 Plan Check portion of Permit Fee $219.96 $329.94 Balance of Building Permit Fee 2 FEMAYes Flood Elevation Review $109.98 0 3 SRA* X Yes Fire Plan Check - Non -Refundable $95.00 $95.00 $204.98 (State Responsibility Area) Building Inspection $109.98 $109.98 4 5 6 7 7a 8 9 10 NON-REFUNDABLE portion of fees due at application $314.96 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $424.94 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT $3,685.82 $329.94 $17.16 F- Balance of Building Permit Fees (from No. 1 above) SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) Other*: Other*: IMPACT FEES - RESIDENTIAL* Per Dwelling Per Dwelling Per Dwellinc Applications After 04/15106 a SFD ,> I MFD MH County 4249.11 3183.54 1 3238.72 Chico Urban Area 6146.23 4538.82 5648.44 EI Medio Fire District 3249.97 2385.76 2422.68 North Chico Specific Plan A SR -1, SR -3, SR-1/PD 8801.091 7395.04 coo R-1 ° 8897.09 7491.04 R-2 8390.09 6984.04 R-3 7604.09 6198.04 Processing Fee is automatically added to impact fee total 1 WATER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# DRAINAGE FEES* CHICO STORM DRAINAGE 770 Butte Creek 1771 Comanche Creek MASTER PLAN New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek 773 Big Chico Creek 774 Lindo Channel 775 SUDAD Ditch 776 Mud -Sycamore Creek RECEIPT DATE Tech/Asst 8486.40 8582.40 8075.40 7289.40 RECEIPT DATE Tech/Asst $100.00 $3,338.72 $200.00 $8,267 $7,211 $6, 275 777 PV Ditch $8,893 1oa More than 1 acre, existing buildings - fees to be assessed by Public Works RECEIPT DATE Tech/Asst Fee Determination Sheet Needed - Enter amount determined by PW 11 THERMALITO DRAINAGE AREA 1 $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid 11a Temporary Dwelling $136 At time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 12 SCHOOL DISTRICT FEES* Oroville Elementary 091 12a RECREATION DISTRICT FEES* Oroville -ST-63 b At the 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 checking process. Applic Date: Pursuant to Governm ode Section 6 2 u gp&Yereby notified those Items followed by an " ', may have been i posed on our project. Ybu Mve 90 days from the date of approval of the porject dr from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66 0(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following. information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our pian Correction letter. "By others" is not considered a valid response. please indicate your response to each item and the location where the information can be found on the plans/Calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINALPLANS. OWNERS NAME DATE: d G� ASSESSORS PARCEL NUMBER e PERMIT NUMBER 061. 310 - RESPONSE FOR PLAN CHECK LETTER DATED: -2-11 <o PLAN CHECK ITEM # ' RESPONSE BY: COMMENTS: // 1 CXQAV A I x- Q moi_ c --+Ti s ^J CHECK ITEM # �7— RESPONSE BY: IENTS:/-y _ _ _ _ _ A1--3 I Lae - CHECK CHECK ITEM # TION ON NOTES W 069-3107018 j 7 ; _ GRr06-1125 ; GREEN, MICHAEL - r - , ;, uT 1 6413 JACK HILL DR, OROVILLE (5 Cont: OWNER M/H PERM FND(NEW) i APN: Owner. Site Address: Contractor: Type of Permit: SPECIAL Permit No. CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE Manufacturer - Date of Manufacture Serial Number(s) HUD Number(s) DATE JOB FINALED: SIGNATURE: +=OK 0 = Not OK RESIDENTIAL (Sing_ e & Duplex) DATE JUNDERFLOOR I DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg DRth 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 5 Stemwalls Main; Steel-Blockouts-Wrapped 6 Stemwalis Garage; Steel-Blockouts-Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc FtgSteel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12. Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 14 GirdersSills-Anchr BoltsJoists-Vnts-Cripples 15 Acc & Vntltn 16 Insulation DATE IFRAMING 17 Sills Proper Materials & An 18 Wails Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Wails over Girders & fir Nailing 20 Draft Stop In Walls (rat proof) 21 Fire Stops Furred CeilingsStairs-Chasers-Tubs 22 Headers & Beams4i &' Bearing' " 23 Hangers -Post Caps-Anchrs-Cenctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 25 Frpic Ties or Type A Flue-Frpic Throat Clrnc 26 Attic Acc; Sz &� Rmx.Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or ExitiridDoors-Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Piywd on Roof Ovrhng-Attic Vnts-Rftr 0utrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass PrtctnSkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace InUExt Wall pnls r 38 Insultn-Walls-Ceilings 39 Infiltration-Walls-Wndws DATE JELEETRICAL 40 Fxtr & Trnsfrmr Clrnc-Ins Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ga ❑ CU or ❑AL AC Wire Sz ga OCU or [:IAL 48 Range Circ ga 0 C or ❑AL Oven Circ ga El CU or ❑AL Insulated Neutral QYes ❑No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnis-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr. Nail Prion 56 Shwr Pan; Test, First fir -Tub Acc 57 Test Tub & Shwr, 2nd fir - Tub Acc 58 Gas Pipe; Sz & Anchrs " 59 Fire Sprinkler; Test 60 Yard Gas Piping UAIt IMECHANICAL 61 AC Ducts Insultn & Support 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air RtrnIVent 115 Outlet 65 Attic Acc & Pltfrm if Furnace In attic* FINAL 66 Ext Steps -Door & SldeLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clmc-Comb, Air-Cnnctr In Garage; abv-fir-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handrails . 74 Frplc or Stove, Clrnc-Hearth 75 Elec Outlets at Wood Pnl, int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door; Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Cirnc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insulln-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters 0 Yes ❑ No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frpic-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntitn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler +=OK 0 = Not OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION Lj SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Cirncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LP❑ Inch Sz Ft Lngth 7 Blckng; SzSpacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Cimes 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/insignia Numbers Serial Numbers DATE ID E C K S -CO V E R S -C A R P O R T S -G A R A G E S 1 Zoning -Setbacks -Easements 2 Ftgs; SoilsSz-DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing . Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-CnncVsShthg, Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Fang; Sills-AnchrsStuds-Rftrs-Trusses 9 Siding; Nailing-VeneerStucco-Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnis DATEPOOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Egp-Htr 8 Elec Grndng; Eqp w/5' Crcitng Eqp-Pool Ightg Boxes-Encisrs-pnlboerds4nsultmto Main Conduit 9 Health Dept Apprvl 10 Pimb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Encisr; Fencing -Alarms 13 Bonding, Diving board or Slide dP oa o'er Pool Drawing BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION $2,244.02 Site Address: 6413 JACK HILL DR Owner: Permit No: B06-2649 APN: 069-310-018 GREEN, MICHAEL I ETAL $95.00 Permit type: RESIDENTIAL 5987 WOODBRIAR WAY Issued Date: 01/09/2007 By KCG Subtype: SFD-Master Plan CITRUS HEIGHTS, CA 95621 Expiration Date: 01/09/2008 Description: MASTER PLAN 01-117B: NSF (2368 (916) 729-0615 Occupancy: R-3 Zoning: RTI Contractor Applicant: Square Footage: BETTER BUILDERS CONSTRUCTION I GREEN, MICHAEL I ETAL Building Garage Remdl/Addn 5263 ROYAL OAKS DRIVE 5987 WOODBRIAR WAY 2,368 704 OROVILLE, CA 95966 CITRUS HEIGHTS, CA 95621 Other Porch/Patio Total (530) 589-2574 (916) 729-0615 FEE INFORMATION County Impact - SFD $2,244.02 Dwelling - Production Phase $1,267.20 Dwelling - Production Phase $844.80 Fire Inspection (SRA) -Fire -Res $95.00 Fire Plan Review (SRA) -Fire -Re $95.00 Impact Processing Auditor $50.00 Impact Processing DDS $50.00 Res Impact Fees - SFD $2,005.09 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires BETTER BUILDERS CONSTRU 323225 / B / 07/31/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that 1 am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X ( 2L_=s 01/09/2007 Contractor's Signature Date / �O 7 WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ,I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of 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: State Fund Policy Number: 713-00111335 Exp. Date:10/01/2007 (This section need not a completed if the permit is or on undtdollars ($100) or less. ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X L 01/09/2007. Signature Date /-91—/`�/'J WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. SMIP - Residential $6,668.19 Balance Due: $0.00 Receipt No: OWNER / BUILDER DECLARATION $17.08 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's 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]; Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR - OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the 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 improvement is sold within one year of completion, the owner -builder will have the burden of proof 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 Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. 8 P.C. for this L 01/09/2007 Owner's Signature Date CONSTRUCTION LENDING AGENCY I I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip I hereby certify that I have read this application and stale that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the prop owner or u rued to act on th�pra�erty owZa Behalf. r �eD>i1 (-3bLX- `01/09/2007 Owner ❑ Contractor OR.Agent for Owner gent for Contractor FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" APPLICANT INFORMATION OWNER INFORMATION Last Name eACCIJ irst Name Mailing AO4D h i �a Ci State State Zlipi Phone g l_ a a s yr a 8 Fax E-mail State License Number APPLICANT INFORMATION CONTRACTQR Name City Address Address City Fax State Zip Phone Name j • i Page APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Name Fax E-mail Page State License Number APPLICANT INFORMATION Name. Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning – Flood ZoneSRA Cross Stree WORKER'S COMPENSATION es No Occ. Type Const. Name Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. , a, PROJECT LOCATION AP# Prop rty Addressv /I 6 Jom'� Aln C' I iik Cross Stree 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: Sq FT- Livingarage104 Open C v� ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received byte Receipt v , Amount: '244. �►� 'Kv — SRA Sheriff SMIP I I Date: //—/3 _6/7 or, I A Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B06-2649 Date: 11/13/2006 Location: 0 JACK HILL DR Parcel Number: 069-310-018 Owner Name: GREEN, MICHAEL I ETAL By: TMP Sub Type: SFD-Master Plan Phone: (916) 729-0615 Description: NSF MASTER # 0101 The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ PARKS & RECREATION DISTRICTS ❑ ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park &—Recreation Distri t, 9447 Midway, Durham 01938 - 530) 345-1921 ETA �ziverltecreac on ar is ict, Zy rs Stree{I, Oroville CA 95966 - (530) 533-2011 ❑ Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 M [] Other: u Signature of Property FILE Date: 11/13/2006 SCHOOL DISTRICTS ❑ Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 ❑ ❑ Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 ❑ Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 ❑ Marysville School District, 119'�19 B Street, Maryffsvi��ejjCA 95901 - (530) 741-6000 ro e t ryol`H ri t, 9�i1-gt?e`etroville �A 959 -530) 532-3000 0 Orovj a Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Unified School District, 6696 Clark Road; Paradise CA 95969 - (530) 872-6400 ❑ UN OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions ❑ City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: M [] Other: u Signature of Property FILE Date: 11/13/2006 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hqp://municit)alcodes.lexisnexis.com/codes/butteco/ Reference Number: B06-2649 Location: 0 JACK HILL DR Parcel Number: 069-310-018 Owner Name: GREEN, MICHAEL I ETAL Description: NSF MASTER # 0101 Date: 11/13/2006 Phone: (916) 729-0615 r Signature of Properly Owner: Date: 11/13/2006 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. n If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal c income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not cavy out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations unders state law, contact the Department of Benerit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform thier work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons prefessing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not requir3ed to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. I PERSONALLY PLAN TO�P�VIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. (YES OR'NQ] I HAVE VE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS A I I 49/ CITY PHONE / -T CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJO WORK: NAME p� ADDRESS_ �S e,.9 KevMl DA1C r 2 CITY 6nou,rlc PHONE Sao-Sa -a5)'y CONTRACTORS LICENSE NO 3� 31 ZS 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: NSF MASTER # 0101 Reference Number: B06-2649 Applicant Name: GREE I HAEL I ETAL P Signature of Property Owner: Date: Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National pollutant Disharche Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B06-2649 Date: 11/13/2006 Location: 0 JACK HILL DR By: TMP Parcel Number: 069-310-018 Owner Name: GREEN, MICHAEL I ETAL Description: NSF MASTER # 0101 Sub Type: SFD-Master Plan Phone: (916) 729-0615 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: om. &?e, FILE Date: 11/13/2006 BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B06-2649 Job Address: 0 JACK HILL DR Contractor: BETTER BUILDERS 5263ROYAL OAKS DR OROVILLE, CA 95965 Printed: 11/13/2006 3:38 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt County Impact - SFD SF - Public Works - Veh/Egp 1851-0-280-1011853 $658.17 SF - Public Works - Roads 1831-0-280-1011001 $1,244.88 SF - Public Works - Facility 1851-0-280-1011852 $340.97 Fire Inspection (SRA) -Fire -Res 0100-450001-4617240-1010 $95.00 11/13/2006 $95.00 Fire Plan Review (SRA) -Fire -Re 0100-450001-4617240-1010 $95.00 11/13/2006 $95.00 Impact Processing Auditor 0010-050-4617998-101001 $50.00 Impact Processing DDS 0010-440001-4617999-1010 $50.00 Dwelling - Production Phase N - Permit Fee 0010-440001-4210500-1010 $1,267.20 N - Plan Review Fee 0010-440001-4210500-1010 $844.80 11/13/2006 $844.80 Res Impact Fees - SFD SF - Gen Govt - Veh/Egp 1810-0-280-101001. $285.37 SF - Sheriff- Jail 1800-0-280-1011811 $288.00 SF - Library Vehicles 1825-0-280-1011828 $4.50 SF - Sheriff Facility 1840-0-280-1011841 $291.31 SF - Library Facility 1825-0-280-1011826 $224.20 SF - Sheriff Veh/Egp 1840-0-280-1011842 $142.14 SF - Gen Govt - Facility 1808-0-280-101001 $618.75 SF - Library Materials 1825-0-280-1011827 $150.82 SMIP - Residential 1001-0-280-1011298 $17.08 69668.19 $19034.80 Printed By: Tammie Powell Balance Due: $5,633.39 At the time of p it ap ication, I was advised the above fees are required prior ro issuance of the permit. These fees may be changed during the plan checking pro ss. Signature: Date: 11/13/2006 Pursuant to Government code Sectiod 66020, you are herby notified those items listed above may been imposed on your project. You have 90 days from the date of approval of the project 4 from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). 54-06 PERMIT NO.: Lake Oroville Area Public. Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 (530) 533-2000 DISTRICT APPROVAL AND VERIFICATION OF BUILDING SEWERS INSPECTION This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval of a Building or an Occupancy Permit by Butte County, a copy of this verification form, signed off.by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: Applicant: Applicant Address: Applicant Phone No.: Property Locations(s): June 30, 2006 Michael Green 6025 Woodglade Ave., Citrus Heights, CA 95621 (916) 729-5256 cell ph (916) 225-5928 6413 Jack Hill Rd. Kelly Ridge - Unit 4C 069-310-018 A.P. No. (s): Fees due: All fees paid as of June 30, 2006. New single family dwelling. Application for service approved: LAKE OROVILLE AREA' PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: By: Lake Oroville Area Public Utility District release to close permit: Date: By: ❑ - In Service ❑ - Locked Out Date: White - Customer Green - Office Fina/ Yellow - CustomerFinai Pink - FOS Fina/ Gold -FOS BUTTE CgUNTY DEVELOPMENT FEE CERTIFICATION FORM B"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) 01!09 �j1 'Q l 1� Building Pen -nit Number Property Owner (s) Co (LAA -40 Project Location /Address p�—( ('j JceQ p )_,k. t) r Cj\1 i L Subdivision Name Assessable Sq. Ftge C;� 3� Type of Residential Development (check one) New Development ✓ Single Family -Detached toKingle 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 ) Comments: ❑ DRPD certifies that: verified by Building Department Applicant Name Pho umber � ��6z5 Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ Square Feet @ $ _ Remarks: Paid by Check No: C Paid by Cash: per unit for a total of $ I () e - cro per sq foot for a total of $ Receipt No: J�� 1 _. � ;..�... � � f � ,t f.A.��;i.�h. ti. rti97-Q/��✓y�.^.` 'til'.✓ _ _ :�,. v'. .. -�-.++.-r--[ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District rC)V 1 i! � ��Q12 l Building Department No. a o ` l / A.P. Number )o Jurisdiction: City County Property Owner I Y \ i 1 ya f e. V, Property Location/Address ! , �(� l Y ? 0V10e `-1 J Subdivision Lot No. f ................................................................................. © Residential Development . Q . Q Q ::Sq. Footage No of Living—Mobile Home Addition/ . Supplemental to (Group. R) Units Installation Conversion Permit # *(No foundation inspection) ........................................................................................ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 0 0 New Addition District Identification No. (Street Address) (City) School District certifies that (State) has complied with the requirements of Resolution No. representing �23 g square feet. School District Representative Sq. Footage (Including Exterior Roofed Areas) Da e (Applicant) (Phone Number) ,?S9 & & (Zip Code) by payment of ss �o B 2926 N $ ULL MITIGATION $ 12910-7 Date Paid by Check # � '% Remarks: 90/ia/ Notice : You may protest the Imposition of the fees Idendfled above by submitting a on protest to the District. In compliance with Govemnent Cods Section 66020(a), within 90 days from the date feas are paid. Failure to submit a timely w, protest will prohibit you from.challeaging the Imposition of the fees In any con rt action. If, subsequent to the School District Representative signing this Bulb County Schools Impact Fee Ca Motion Form, the School Disidd is notMed by the applicable Loci Planning Agency that this project is being reviewed under the CaWarnia Environmental Gua" Act (CEOA), this project may be subject to additional school Maas to futiy mitigate Its Inpaet on the school distrWs schools. White (school district), Yellow (building department), Pink (applicant). feefonn.xb (305)dr= 704A.1.2 Roof coverings t Where the roof profile* allows a space between the roof and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be fire stopped with approved materials or have one layer of No. 72 ASTM cap sheet installed over the combustible decking. 704A.1.3 Roof valleys When provided, valley flashings shall be not less than 0.016 -inch (0.41mm) (No. 28 galvanized sheet gage) corrosion -resistant metal installed over a minimum 36 inches (914 mm) wide underlayment consisting of one layer of No. 72 ASTM cap sheet running the full length of the valley. 704A.1.4 Roof gutters Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. 704A.2 Attic Ventilation 704A.2.1 General When required by Chapter 15, roof and attic vents shall resist the intrusion of flame and embers into the attic area of the structure, or shall be protected by corrosion resistant, noncombustible wire mesh with '/4 inch (6mm) openings or its equivalent. 704A.2.2 Eave or cornice vents. Vents shall not be installed in eaves and cornices. EXCEPTION: Eave and cornice vents may be used provided they resist the intrusion of flame and burning embers into the attic area of the structure. 704A.2.3 Eave Protection. Fully enclosed eaves on entire structure. Eaves and soffits shall meet the requirements of SFM 12-7A-3 or shall be protected by ignition -resistant materials or noncombustible construction on the exposed underside. All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.or2/Fireprevention/protplan/protplan.html IHOV 3 0 2006 Date Revised 08/24/06 6 Darren Read Fire Protection Planning '1 (a) Maintain around and adjacent to the building or structure a firebreak made by removing and clearing away, for a distance of not less than 30 feet on each side of the building or structure or to the property line, whichever is nearer, all flammable vegetation or other combustible growth. This subdivision does not apply to single specimens of trees or other vegetation that.is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to any building or structure. (b) Maintain around and adjacent to the building or structure additional fire protection or firebreak made by removing all brush, flammable vegetation, or combustible growth that is located within 100 feet from the building or structure or to the property line or at a greater distance if required by state law, or local ordinance, rule, or regulation. Grass and other vegetation located more than 30 feet from the building or structure and less than 18 inches in height above the ground may be maintained where necessary to stabilize the soil and prevent erosion. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to a dwelling or structure. (c) Remove that portion of any tree that extends within 10 feet of the outlet of a chimney or stovepipe. (d) Maintain any tree adjacent to or overhanging a building free of dead or dying wood. (e) Maintain the roof of a structure free of leaves, needles, or other dead vegetative growth. (f) Prior to constructing a new building or structure or rebuilding a building or structure damaged by a fire in such an area, the construction or rebuilding of which requires a building permit, the owner shall obtain a certification from the local building official that the dwelling or structure, as proposed to be built, complies with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the certification, upon request, to the insurer providing course of construction insurance coverage for the building or structure. Upon completion of the construction or rebuilding, the owner shall obtain from the local building official, a copy of the final inspection report that demonstrates that the dwelling or structure was constructed in compliance with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the report, upon request, to the property insurance carrier that insures the dwelling or structure. Butte County Improvement Standards Installation of Fire Sprinklers If your property was part of a parcel split after September 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. 2001 California Building Code, December 5, 2005 704A.1 Roofing 704A.1.1 General Roofs shall comply with the requirements of Chapter 7A and Chapter 15. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. Revised 08/24/06 5 ARTICLE 5. FUEL MODIFICATION STANDARDS 1276.00 Intent To reduce the intensity of a wildfire by reducing the volume and density of flammable vegetation, the strategic siting of fuel modification and greenbelts shall provide: (1) increased safety for emergency fire equipment and evacuating civilians; (2) a point of attack or defense from a wildfire. 1276.01 Setback for Structure Defensible Space [ ] (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. �Q (b) For parcels less than 1 acre, the local. jurisdiction shall provide for the same practical effect. Same Practical Effect Requirements for buildings less then 30 feet from property line: If the Building Setback is less then 30 feet from all property lines and/or the center of the road, the following shall be required: ✓ Class A roof ✓ Fully enclosed eaves on entire structure (December 5, 2005, per 2001 California Building Code 704A.2.3, fully enclosed eaves are required on all structures in any fire hazard severity zone within State Responsibility Areas, regardless of setback distance from the property line or center of roadway) ✓ Fire rated metal doors on side toward property line with insufficient setback ✓ Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. 1276.03 Greenbelt Subdivision and other developments, which propose greenbelt as a part of the development plan, shall locate said greenbelt strategically, as a separation between wildland fuels and structures. The locations shall be approved by the inspector. Public Resources Code 4291 A person that owns, leases, controls, operates, or maintains a building or structure in, upon, or adjoining any mountainous area, forest -covered lands, brush -covered lands, grass -covered lands, or any land that is covered with flammable material, shall at all times do all of the following: Revised 08/24/06 4 I-V 'f 1273.11 Gate Entrance (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. (c) Where a one-way road with a single traffic lane provides access to a gated entrance; a 40 foot turning radius shall be used. ARTICLE 3. SIGNING AND BUILDING NUMBERING 1274.00. Intent To facilitate locating a fire and to avoid delays in response, all newly constructed or approved roads, street, and buildings shall be designated by names or numbers, posted on signs clearly visible and legible from the roadway. This section shall not restrict the size of letters of numbers appearing on street signs for other purposes. 1274.08. Addresses for Buildings All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09. Size of Letters, Numbers and Symbols for Addresses Size of letters, numbers and symbols for addresses shall be a minimum 3 inch letter height, 3/8 inch stroke, reflectorized, contrasting with the background color of the sign. 1274.10. Installation, Location and Visibility of Addresses (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. ARTICLE 4. EMERGENCY WATER STANDARDS 1275.00. Intent Emergency water for wildfire protection shall be available and accessible in quantities and locations specified in the statute and these regulations, in order to attack a wildfire or defend property from a wildfire. Such emergency water may be provided in a fire agency mobile water tender, or naturally occurring or man made containment structure, as long as the specified quantity is immediately available. Butte County Fire Department currently utilizes mobile water tenders to meet the emergency water for wildfire protection requirement. Rcviscd 08/24/06 1273.05 Roadway Turnarounds Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "T" shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1273.07 Roadway Structures (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. All bridges must be certified by a registered Civil Engineer. 1273.09. Dead -End Roads (a) The maximum length of a dead-end road, including all dead-end roads accessed from the dead-end road, shall not exceed the following cumulative lengths, regardless of the numbers of parcels served: parcels zoned for less than one acre 800 feet parcels zoned for 1 acre to 4.99 acres 1,320 feet parcels zoned for 5 acres to 19.99 acres 2,640 feet parcels zoned for 20 acres or larger 5,280 feet All lengths shall be measured from the edge of the roadway surface at the intersection that begins the road to the end of the road surface at the intersection that begins the road to the end of the road surface at its farthest point. Where a dead-end road crosses areas of differing zoned parcel sizes, requiring different length limits, the shortest allowable length shall apply. (b) Where parcels are zoned 5 acres or larger, turnarounds shall be provided at a maximum of 1320 foot intervals. (c) Each dead-end road shall have a turnaround constructed at its terminus. 1273.10 Driveways (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. Rcvised 08/24/06 2 T i lifornia Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Building Permit #-10 6 -2-690t Under authority of Public Resources Code Section 4290 and 4291, Butte County Improvement Standards, and the California Building Code, the following items are required by CDFButte County Fire Department for all development located within Wildland-Urban Interface Fire Areas and made part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which exceed these standards. Public Resources Code 4290 ARTICLE 1. ADMINISTRATION 1272.00 Maintenance of Defensible Space Measures To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. ARTICLE 2. EMERGENCY ACCESS 1273.00. Intent Road and street networks, whether public or private, unless exempted under Section 1270.02(e), shall provide for safe access for emergency wildland fire equipment and civilian evacuation concurrently, and shall provide unobstructed traffic circulation during a wildfire emergency consistent with Sections 1273.00 through 1273.11. 1273.02 Roadway Surface The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades The grade for all driveways shall not exceed 15% without being paved. Grades over 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. (b) 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. Revised 08/24/06 S A F E Is 170 Q U I R E M E N T S ' 3045 Ceres Avenue, Suite 135 Chico, CA 95973 (530) 892-2700 GARY HAWKINS Fax (530)893-0532 A R C H I TEC T garyarch@sbcglobal.net i 1 i i I Dec. 12, 2006 i Butte County Building Division ; 7 County Center Drive Oroville, Ca. 9596573397 RE: John Starr , Master Plan i Plan Check'No. AP # It is OK for Johri Starr to use the attached plan for a master Plan. If you have any questions regarding this item, please do not hesitate to call this office. Si 15erely t Mrywkins .Architect .. i a �t S;N'OSOQ'.. M 3!m eLln , TS -9991'/ dAl 'Slltl9 ' .9-:6 /'� .'19Nftli)1Vlil ` \ �:N/:� ad ; SSq,�a3B13.61-a/M;031V'IOS INMOWS 30*801831NI yl Ni E5,:9 APf.I Rl is b I o ltl}A c �4� Mlo 0381340 0-,h' WK. a01a31X3:dQ; N011tl)IONI ' f ,B-,S/lMS ocs,; 9-,9/IMS,' :a'S`n 050E :tl000011VE 8909 '�0} ,.. ,H it . •9-,1Lx.1-,l1 I- i L. - q:31tl1d'wOUOB'*M!0'PSI ..W�Od039a31S�VW.. F r 1Xd;)'N:891z:,; :;''I.JU:NB99Y" ... _ f" At! fXVla i01 -.SZ. % / / .. 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(09Na019) s3SM:9llm L------------------------J 13H1ro xltdno o3mM-lnas ovnsll-------_--- •m3U.w aor�:v stm) Nowwal Lx 0/*z "1'd 'OHOLLm OooAllld X� SIANA nNV IftliH HI41146 ,+.,•� .,,.,� .n.w.,_...n�. �.., ._. .-- -. ::..... . ` 2006-0034298 AND WHEN RECORDED MAIL TO: Recorded I REC FEE 10.06 Official CountyRecords I CONFORMED COPY 1.99 BUTTE COUNTY BUILDING DIVISION , Butte I Butte7 COUNTY CENTER DRIVE CANDLE t GRUBBS I OROVILLE, CA 95965 County Clerk—Recorderl I CW 01:27PM lei -Jul NI; I Page 1 of 2 IIII'IIII"II"II�II�IIIII�I'II('� 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: Da 11\ 00 State of California County of %3,.,-++C. On L E C 9 CO before me, A,bl1L personally appeared /Y[t �,1��, t 1 I (rt% d 40CY":rro i n L 6 -re --e-0 personally -knewwte-me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s)is/are subscribed to the within instrument and acknowledged to me that hetshe/they executed the same in hisAmr/their authorized capacity(ies), and that by taster/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. ' WITNESS my hand and official seal. Y JAMES LAMAR KINSER Signature Seal: ® COMM. #1377185 ® NOTARY PUBLIC - CALIFORNIA BUTTE COUNTY `' a My Comm. Expires Sept. 28, 2006 A.P.# i7Fiq-31a-01Cd Order No.: 00220985 -001 -GW r: ESCROW INSTRUCTIONS (continued) SCHEDULE "C" TH&LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOT 437, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "KELLY RIDGE ESTATES UNIT 4C", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, MAY 2,1978, IN BOOK 66 OF MAPS, AT PAGE(S) 9,10,11,12 AND 13. AP NO.069-310-018 3 \ c I GATE DRAWING TITLE r o � - � Z N vv 17SEP06 SITE PLAN rn ca O T O r O D X O t v z �o 70 v JOB TILE -p rr Z O RESIDENCE FOR MR. MIKE GREEN rn +f m � D Lic No 323225 , � DRAWN BY 3 J Z O �u rn r- PV D rn D Z � C r = N m � w m w v' ov'w N C W ___-_ �I' --_--....._-------- GATE DRAWING TITLE z b Z vv 17SEP06 SITE PLAN rn t f I O m n Wft_h'° B OBNDJ06 PER R REt51016_Mt 70 v J Z O �u rn r- PV D rn D Z � C r = N m � w m w v' ov'w N C W ___-_ �I' --_--....._-------- GATE DRAWING TITLE N0. DATE ISSUED N0. DATE REVISION b vv 17SEP06 SITE PLAN rg t f I O m n Wft_h'° B OBNDJ06 PER R REt51016_Mt 70 v JOB TILE • i + c x c RESIDENCE FOR MR. MIKE GREEN JOHN STARR General Contractor +f m 1T1 Z Lic No 323225 , � DRAWN BY JOB ADDRESS iAJ f t 6 B C LOT 437, UNIT 4C (JACK HILL DR.) 5263 Ro al oaks Dr., oroville, Ca 589-2574 Y PIDT SLUE FOR I, X ,7 PAPER - 1:% o N ,hZ o90 „00 D rn t �E EASEMEINT • rn I o n � � • C' GATE DRAWING TITLE N0. DATE ISSUED N0. DATE REVISION Better Builders Construction o 17SEP06 SITE PLAN A D M S� to mm �, n Wft_h'° B OBNDJ06 PER R REt51016_Mt SCALE JOB TILE 1 RESIDENCE FOR MR. MIKE GREEN JOHN STARR General Contractor � � .,�°.,.~"- t t: oft tt,e �t.� «� 1T1 Z Lic No 323225 DRAWN BY JOB ADDRESS iAJ 6 B C LOT 437, UNIT 4C (JACK HILL DR.) 5263 Ro al oaks Dr., oroville, Ca 589-2574 Y PIDT SLUE FOR I, X ,7 PAPER - 1:% o OROVILLE, CA 95966 I CD 1 a= 1 r r-� H C � r � r < m C' i i C 1 C r B DBN4Y08 PDt IDUaE R'Y51A6 � This is required to meet the O I �o v � r � CDFButte County Fire project z O a rn T All new buildings InSRA are required tohavb: same practical effect guidelines — — — — a Fully enclosed noncombustible eaves on entire structure outlined in the attached. PRC4290 H rn General Contractor mmro� d ary wk Gutter screens to prevent accunulation'of leaves/debris .. 71=Tj - ,0a ADDRESS Lor ate, UNIT 4C (JACK HILL DR.) Corrosion resistant, noncombustible, 1/a maximum opening Requirements. 1W SCALE FM 11 x 17 PAM i tis_ in ) II ; s o root and attic vents - �, I 1 O � � I I rn - � I I I { ---- --------------- o w 1 a= 1 r r-� H C � r � r < m C' b00 i C 1 O B DBN4Y08 PDt IDUaE R'Y51A6 00 Z O I �o v � r � co r z O a rn T RESIDENCE FOR MR. MIKE GREEN rn G1 a II. II-� H rn o w 1 a= 1 r r-� H C � r � r < m C' b00 i C 1 O B DBN4Y08 PDt IDUaE R'Y51A6 00 "O I=Z tlr wltea. wt co joS TIME RESIDENCE FOR MR. MIKE GREEN 0 � '°dW dk —d..d.b a II. II-� - General Contractor mmro� d ary wk �= 71=Tj - ,0a ADDRESS Lor ate, UNIT 4C (JACK HILL DR.) 1W SCALE FM 11 x 17 PAM i tis_ in ) o BBC ILLE, CA 95966 OROVILI 5263Ro al Oaks Dr., Oro ville, Ca 589-294 Y o w 1 a= 1 r r-� H C � r � r < m D b00 i C 1 O B DBN4Y08 PDt IDUaE R'Y51A6 00 a z m � n o � r = nn r i 1 0 O v C to z Z < 01- 1 ow ., C ill 1 >F C: f � Better Builders Construction a-0zM CL N; °00 D b00 i A M SW O. NDS 1 r B DBN4Y08 PDt IDUaE R'Y51A6 I. a z m � n o � r = nn r i 1 0 O v C to z Z < 01- z Q tnWW W f � Better Builders Construction V1 WJ o - CL N 0 W D 17SEP06 m C a z m � n o � r = nn r i 1 0 O v C to z Z < 01- IN � z Q 'Z f � Better Builders Construction CL I D 17SEP06 m C A M SW O. NDS 1 r B DBN4Y08 PDt IDUaE R'Y51A6 Z "O I=Z tlr wltea. wt co joS TIME IN � DATE Q 'Z f � Better Builders Construction Z D 17SEP06 SITE PLAN A M SW O. NDS 1 aM oogelpt d tlr aoElEkt ad Md rot- 6• B DBN4Y08 PDt IDUaE R'Y51A6 Z "O tlr wltea. wt SME joS TIME RESIDENCE FOR MR. MIKE GREEN 0 � '°dW dk —d..d.b a D r .E DATE DRAWING 1111E ND. DATE I ISSUm ND. DALE RE+ASWN f � Better Builders Construction Z z 17SEP06 SITE PLAN A M SW O. NDS 1 aM oogelpt d tlr aoElEkt ad Md rot- 6• B DBN4Y08 PDt IDUaE R'Y51A6 Z tlr wltea. wt SME joS TIME RESIDENCE FOR MR. MIKE GREEN JOHN STARR � '°dW dk —d..d.b a General Contractor mmro� d ary wk �= Lic No 323225 DRAUN er ,0a ADDRESS Lor ate, UNIT 4C (JACK HILL DR.) 1W SCALE FM 11 x 17 PAM i tis_ in ) o BBC ILLE, CA 95966 OROVILI 5263Ro al Oaks Dr., Oro ville, Ca 589-294 Y L x t x .at . S tC: t_ AIR71 E FTAIL. "A" CIIAss;s ERAI.IE 1/4" GRIPPER PLATE (2) REQUIRED 1/4' GRIPPER BASE •- 1/2-131NIC-A307 x 4" BOLT WI'Tll NUTS (4) REOl11REn 01 1/2" SCII 40 PIPE RISER WITII • 01/2" ADJUSTER IIOLES AND 3/8" 1IIICK TOP PLATE 02" SCII 40 PIPE STAND WITII TWO - 0 1 /2" ADJUSTER IIOLES ARCSCO ADS PAD 1503 � 0�•' 1 • STEEL FRAME -- SEE_• DETAIL "A"- �. . COUNTER BORED FLUSIIWITH BOTTOM AT 8" O.C. (8) REQUIRED 1/4" STAND BASE , /-- ABESCO ARS ran 1503 36" AMAX TO BOTTOM OF PAn /1/2'It 3" C.R. LOCK PIN WITH 01/8" RRIDCE PIN i .. J i i 2- CHANNEL 1/4'x1-1/4 = TEK STS (2) REOUIRER 1/4" GRIPPER BASE 1/2- A307 BOLT (2) REQUIRED 3/8"x 6'r 6" STEEL PLATE 1/2" A307 BOLT (2) REQUIRED 1/4- GRIPPER PLATE T- nx --•— 09/16 IIOI.E (TYP)- STAND BASE TOP VIEW e�ofE.s Lr 'Wcx 17910 '% Exp.'L yp'��. C�V1� s TUF �1__PERMANENT 1/2" FOUNDATION SYSTEM 18 . ARGSCO-GUS GUARD COMPANY 5851 FLORIN - PERKINS ROAD SACRAMENTO, CA 95823 PH: (800) 382-8831 FAX: (916) 383-5207 I C—BLM ATTACHMENT IE'•I4• TEK STS (� (4) REQIIIREO I L 1kN 1/4" GRIPPER 1�1 — • �� nASF. \�- - 1/2" A307 BOLT (4) REQUIREn J—REAM ATTACHMENT B" 1 /2" DIA. 1101 F. (R) PtACES STEEL FRAME TOP VIEW W s M78 L1nAHA iWum Y 00, � 4 �sCT m um APPROVED AngWAL W =1101 AUTRdRM CM ATT ME AIR 04IMi0ft OR DIMATION PRD111 REQUflM"MM 0/ APrL3rA=1RATE LAWS AND )R>GOUTIM4 � a�Csllfaenlis IS aooEe AM Lir!" " :. ter. 4 6 y sola r as At —nd B„t,,. WAYNE T. POLVADO, PE -LISTING NO. F942,19 SIIFEI I or 3 ------------- Z. x E+ 4 SIDEWALL HEIGHT = 90" MAX SW 18.2 5.01 L=48", T.L.=16'-4" JOIST 2-#3, LAGS -2 250 PLF-GYP ri i is I cmc I -I SW18.25.01 L=90", T.L.=33'-0" JOIST 3-#3, LAGS -3 250 PLF-GYP ri i Ir I cinr SW 18.2 5.01 L=48", T.L.=16'-8" JOIST 2-J3, LAGS -2 250 PLF-GYP ri i it I cinr 4652E 4652E 728OSGD 6252 6252 6240 6240 -- i �1 � it • �1 I 11 _- I� 7091) LIGHT & VENT SCHEDULE ROOM AREA REQ'D REQ'D LIGHT VENT BEDROOM #2 144.9 SF 11.6 SF 5.8 SF BEDROOM #3 147.3 SF 11.8 SF 5.9 SF DINING 175.6 SF 14.0 SF 7.0 SF FAMILY ROOM 397.1 SF 31.8 SF 15.9 SF LIVING ROOM 1296.5 SF 123.7 SF 111.9 SF MASTER BEDROOM 1314.4 SF 125.2 SF 112.6 SF RETREAT 1154.1 SF 112.3 SF 1 6.2 SF 0 N Customer: Green cc 4:12 ROOF ELITE FEATURES 1 MIN. 30# LL 1 Q# DL PIER 114" MAX. o LOADSCLEAR SPAN POPE oco TYPE LBSFA SPAN 1 SPAN 2 N 5,000 13'-3' I 9,900 2 B 13'-3' 5'-4 1/2' G/E 7 11,6003 B 5-4112- 18'-3 1/4' E/G2 �713,3004 B 18'-31/4' 10'-2' G2/G 11,6005 B 10'-2' 13'-91/4' G/G1 5,000 6 B 13'-9 1/4" 1 8,300 7 LO co � 20'-9 1/4" I 16,5008 B 20'-9 1/4" 13'-4 3/4' G2/G 13,200 9 B 13'-4 3/4' 15'-4' G/G1 13,20010 B6 15'-4' 12'-1' G1/G 5 nnn 11 1 g'-1 " 1 0 -d, &8 S7�l /,, P -7. r1 ............ ....... IV 446 36 w -- Dt,,AV,4N' I.J Butte County Building Division MANUFACTURED HOME SUPPORT DATA 0wrier's name: �o Home Manufacturer: A.P.# 01A -- 3l (P - 6L ? Manufacture Year: _2 6 Model Number/ Name: suueizcaes1- cic c, Sic `7&,) Width: 4_(ft.) Length: U(ft.) FOOTINGS: Wood - pressure tr ated or foundation grade[ SUPPORTS: Concrete block [,/Other:[ ) _ ] Other:( ] Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. Pier Footing Sizes and Locations SINGLE WIDE MULTI -WIDE Line1 --------------------------------------------------- Line 1 Line 2 Section 1 Line 2 Line 1 ��—----------------- —--------- —----- ------- ------------- Line 3 Section 2 Line 2 -------------- ----------------------------- ------- Line 4 (triple wide only) Section 3 Line 2 Line 1 Piers: Minimum size piers: Spacing maximum: From ends maximum Line 2 Piers: Minimum size piers: Spacing maximum: From ends maximum Line 3 Roof Loads: Minimum size piers: Location (from front) Minimum size piers: Location continued): 4- ' &s- A"')° e,.141 Line 4 no Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Snow Load: 3 0 psf [ a ] X [36"] Snow Load requirements may be obtained at http://www.upstate-ca.com/butte/butte_county/ d Insert AP #, view snow load in lower right corner. Line 1 Openings: [ I X [ 30 Minimum size pier: (I ] X Q Required at each side of ope&4sT& r COUN'r v i 9 O wide. BUILUNG DIVISION APPROVED 3VY,31 310'�4g 3�''X3d" a'fr43Ci HEIGHT HORIZONTAL VERTICAL. Uel I T N 18 2010 rb 6000 Ib E -Z TIE DOWN SYSTEM CD 21 " 1825 Ib 6000 Ib 801 Ib = m 25" 1510 Ib 6000 Ib 11bi libi DESIGN WADS: E 50' 28" 1419 Ib 6000 Ib �11� 629 Ib 4 *WIND LOAD -- 15 PSF SEISMIC ZONE 4 3E5 Ib •' 7. ALL METAL COMPONENTS AND ATTACHMENT ITEMS SHALL 8E PROTECTIVE o_ 1. THIS TIE DOWN SYSTEM IS DESIGNED TO BE CONSTRUCTED 4 I 8 , WH;RE STAID IS PLACED ON A CONCRETE SLAB, FAIRLY' LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. 4 EXPANSION ANCHORS TO SECURE THE STEEL FRAME TO THE SLAB. WNIMUM SOIL PARAMETERS: TYPE 5 COHESIVE SOIL, WITH M1M&IUM THE PLASTIC BASE PADS ARE NO' REQUIRED. 70' � SOIL BEARING CAPACITY OF 1000 PSF. 6 2. CI-ASSIS BEAW SUPPORTS SHALL BE LOCATED AND SIZED FOR THE LOADS Z BO'1 AS SHOWN IN THE "MANUFACTURED HOME INSTALLATIDN INSTRUCTIONS°. 6 6 64 10 -1 3. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (DS) CAN OCCUR; MANUFACTURED HOLE SHALL BE READJUSTED WHEN DS EXCEEDS 1,W, OR WHEN IT WILL ADVERSELY AFFECT MOBILE ROME UNIT. 4. THIS PLAN IS •INTENDED TO BE USED FOR MANUFACTURED HOMES UP TO (3) SECTIONS IN WIDTH. CONTACT THE DESIGN ENGINEER FOR DESI.3NS OF MANUFACTURED HOMES OV: --R (3) SECTIONS WIDE. H 0 5. STRUCTURAL STEEL FABRICATED ACCORDING TD AISC SPECIFICATION. cin WELD ACCORDING FO AWS SPECIFICATIONS. • ELECTRODES -370 PLATED -ASTM W ora A36. BOLTS=ASTM A307. a 6. THE E -Z TIE ASSEMBLIES ARE CAPABLE OF THE FOLLOWING LOADS: 9. ATTArHMERT AIETHDDS FOR "C' & "J" BEAMS SHOWN DN: SMT. 12. C=) 10. THE LONG DIRECTION OF THE E—Z TIE PAD 137') 6�U5''.BE' �f+t67ALLED PERPENDICULAR TO THE CHASSIS BEAN. EXCFPTIDN: AT 10' WID1;.jy1gQU1„tt8 WITH LLO 0 100' CHASSIS BEAWCENTERS, t1•LE EZ TIE ��DDpp�� r� N lii�i.SCOl CIVS LTi of cav�°� 0 PAD MAY BE PLACED PARALLEL WiTN THE 5851 FLOWN -PERKM ROAD 61ASSIS BEAM SACRAMENTIO, CA 93833 PH: 800) 382-8831 ?ANG QlVlE'Q', FAX: 916) 383-5207 SINGLE WIDE COACHES DOUBLE%A(ULTiPLE COACHES 1= 2' AIN. ./ e' WAX. E= 2' 4AN. / 11' MAX. VARIES 10'400' EVENLY SPACED BETWEEN -E E I I iT i 7 O L -J LJ RIDGE BEAM SUPPORT AS REQUIRED BY MANUFACTURER 0/ 0 (TYPICAL) ❑ D ❑ O O ❑ E—Z TIE SUPPORT PAD A (TYPICAL; 1-1 ❑� L_J ._. CHASSf5 BEAM SUPPORT PIERS --SIZE AND SPACING AS REQUIRED BY. THE HOME MANUFACTURER. • LENGTH OF HOME HEIGHT HORIZONTAL VERTICAL. Uel I T N 18 2010 rb 6000 Ib 891 Ib LCA 21 " 1825 Ib 6000 Ib 801 Ib = m 25" 1510 Ib 6000 Ib 11bi libi 664 50' 28" 1419 Ib 6000 Ib �11� 629 Ib 4 26" 867 6000 3E5 Ib •' 7. ALL METAL COMPONENTS AND ATTACHMENT ITEMS SHALL 8E PROTECTIVE o_ C04TED. • 6 4 I 8 , WH;RE STAID IS PLACED ON A CONCRETE SLAB, USE 1 / T CQNCRETE 4 EXPANSION ANCHORS TO SECURE THE STEEL FRAME TO THE SLAB. o THE PLASTIC BASE PADS ARE NO' REQUIRED. 70' � 4 6 6 9. ATTArHMERT AIETHDDS FOR "C' & "J" BEAMS SHOWN DN: SMT. 12. C=) 10. THE LONG DIRECTION OF THE E—Z TIE PAD 137') 6�U5''.BE' �f+t67ALLED PERPENDICULAR TO THE CHASSIS BEAN. EXCFPTIDN: AT 10' WID1;.jy1gQU1„tt8 WITH LLO 0 100' CHASSIS BEAWCENTERS, t1•LE EZ TIE ��DDpp�� r� N lii�i.SCOl CIVS LTi of cav�°� 0 PAD MAY BE PLACED PARALLEL WiTN THE 5851 FLOWN -PERKM ROAD 61ASSIS BEAM SACRAMENTIO, CA 93833 PH: 800) 382-8831 ?ANG QlVlE'Q', FAX: 916) 383-5207 SINGLE WIDE COACHES DOUBLE%A(ULTiPLE COACHES 1= 2' AIN. ./ e' WAX. E= 2' 4AN. / 11' MAX. VARIES 10'400' EVENLY SPACED BETWEEN -E E I I iT i 7 O L -J LJ RIDGE BEAM SUPPORT AS REQUIRED BY MANUFACTURER 0/ 0 (TYPICAL) ❑ D ❑ O O ❑ E—Z TIE SUPPORT PAD A (TYPICAL; 1-1 ❑� L_J ._. CHASSf5 BEAM SUPPORT PIERS --SIZE AND SPACING AS REQUIRED BY. THE HOME MANUFACTURER. • LENGTH OF HOME 18" HT) NUMBER 21 "HT OF 25" E—Z TIES HT 28" HT 36" HT 40' 4 1 4 4 4 6 50' 4 4 4 4 6 60' 4 4 4 6 8 66' 4 4 4 6 8 70' � 4 6 6 610 BO'1 4 6 6 64 10 -1 SOJECT TO CORREVI;NS NOTED kind does riot zuthorite or approve any orn! ion or &%hi A from requirements of spPGc&s State bm and moos. " .,hate I:>It C&ornia Oepatmed d. f busing eW Conununfly Devektneat DdYISION CODES AV STANDARDS By ez:1z Sm 10�� Dau�-lo e� TWsExpires 3..`�._��,p� THIS TfE DO N SYSTEM MEETS THE REWI REMETfTS Ot SECTION 13363 SUBSECTION. (a). WAYNE T. POLVADO, PE—LISTING NO. 99001' SHEET 1 of •3 N CD U Z H 0 U W CI 0 N C7 00 M tlo rn 2"x2"z]/16" STL ANGtr 1/2' DIA. HOLE (8) PL1+M 3/11' CAD PLATED BOLT, NUT & WASHER COUIITER BORED FLUSH WITH B13TT01! (B) REOUIRED 1/4" STAND BASE i-- AMCO ABS PAD 1503 1 p,gp 1IL75 J/4" DIA. x 18" LC, (4) REQUIRED / DETAIL "9" D STEEL FRAME CHASSIS FRAME 1/4" GRIPPER PLATE (2) REOUIRED 1/4" GRIPPER BASE 1/2-13UHC-A307 x L" BOLT WITH NUTS (4) REQUIRED 01 1 e2' SCH 40 PIPE RSER WITH 01/2 ADJUSTER HOLES AND 3/8" THICK TOP PLATE 02" SCF{ 40 PIPE STAND KITH TWO Of/2" ADJUSTER HOLES ABESCO ABS PAD #503 STEEL MAME TOP VIEW I 1/2'x1 1/2'x3/16 x2' T.S. 't) (4) REQUIRED 36" IMAX \ / TO BOTTOM OF PAD \ SIDE VIEW I 0 I /Yx 3" C.R. LOCK PIN WITH 01/8' BRIDG: r/ PIN 1 J I.-10.00 --•-•( TI 0%:eo ° 09/16 RDLE (Tr?) STAND BASE TOP VIEVI 1/4"x1-1/4"' TEK STS (2) REQUIRED 1/4 , /4' GRIPPER BASE 1/2" A307 BOLT (4) P.EOUIRED $SS) FIARLN = PBE CNIR ROAD SACRAMEM. CA PSW PH: 800) 382-6831 FAX_ 916) 383-5207 COACT "C" FRAME 1/4" GRIPPER PLATE 2" CHANNEL- l . COACH "J" FRAME 1/04-1/4' TEK STS (4) REQUIRED 1/2- A307 BOLT (2) REWMED 1/4' GRIPPER BASE 1/2' A307 BOLT (2) RIQUIRED -BEAM J -BEAM ATTACHMENT ATTACHMENT E -Z TIE DOWN SYSTEM WAYNE T. POLVADO, PE -LISTING NO. 99001 SHEET 2 of 3 m a Ma a U Z H 0 U U) w C� 0 N o•, INSTALLATION INSTRUCTIONS E -Z TIE DOWN SYSTEf�A I. PIERS MUST BE PLACED ON BEAM WITHIN 24" OF AN OUTRIGGER OR CROSS MEMBER, OTHERWISE INSTALL WEB STI FENER ON CHASSIS BEAM. 2. MAKE LEVEL THE PLACE WHERE THE PAD WILL SET, DOW.4 TO UNDISTURBED SOIL 3. THE PAD MUST BE CENTERED BELOW THE CHASSIS BEAM. 4. REMOVE THE FOUR (4) NUTS AND WASHERS FROM THE STUD BOLTS IN THE PAD AYD PUCE THE PIER, THE HOLES IN T4E BASE PLATE WILL' LINE UP WITH THE STUD BOLTS. REPLACE THE NUTS AND WASHERS AND T1GqTEN DOWN. I -B AM S. REMOTE THE TWO (2) GRIPPER PLATES ON- THE TOP OF THE PIER. START THE HEIGHT ADJUSTMENT' BY REMOVING THE COTTER AND ADJUSTMENT' PINS, PIERS CAN THEN TELESCOPE. RAISE THE T03 OF THE PIER UNTIL THE PLATE IS AS CLOSE TO THE BOTTOM OF THE CHASSIS BEAM AS POSSIBLE. 'PLACE ADJUSTMENT PIN THRU ADJUSTMENT HOLE AND SECURE WITH THE COTTER PIN. 6. RAISE THE 'TOP PLATE USING THE ADJUSTMENT. NUTS UNTIL THE PIER TOP IS TIGHT AGAINST THE BOTTOM OF THE CHASSIS BEAU. 7. 'PLACE THE GRIPPER PLATES OVER THE FLANGE OF THE BEAM AND TIGHTEN DOWN FIRMLY WITH THE TOP NUTS. 8. HEAD of PIERS REQUIRES THAT TWO (2) TEK SCREWS BE PLACED THRU THE SIDE 'OF THE BEAM IN ADDITION TO ONE GRIPPER PLATE. 9. FOUR (4) STEEL STAKES (SUPPLIED) ARE TO BE DRIVEN THRU GUIDES INTO SOIL UNTIL STOPS ARE FLUSH WITH THE GUIDE. ALTERNATIVE: (2) Al2 S.N.S. OR WELD (2) f12 S.M.S.- ANGLE IRON i vi)c 1'Alk 3/u." NOTE: .USE STIFFNER IF OUTRIGGER OR -CR055 MEMBER DO NOT OCCUR ' ••-: *14 W 24"'6F STANCHION (TYP) -15TIFFENER DETAIL ABESCO-M GUARD CMOANY 5851 FIDRW - PERKM ROAD 3ACR4L4ENT0' CA 9SR9 WAYNE T. POLVADO, PE—USTING NO. 99001' PH: (800) 382-8831 FAX: (916) 383-5207 SHEET 3 of 3 f� N � 31'-5 114" i �' HVAC X-OVEREa ` N M 33'.4" DRAIN DROP 5,040 11,600 13,300 O iy M R 21,-6„ DRAIN DROP 19'-9 1/2" o HVAC X -OVER ;o o f4 11,600 9,900 I.1 N� - ID q 5,000 13,200 113,200 16,500 9'-5 118" FURNACE U V -BOX (DI � N c 5'S 116" o ELECTRICAL PANEL V-2' "DRAIN OUTLET 40'•0' Customer: Green 4:12 ROOF ELITE FEATURES 5,000 _ _ 13.-4„ 8, 300 GAS INLET WATER INLET 1 0" cEiaunlf ion HOMES OF OREGON 1204 MILL STREET SILVERTON. OR 97381 o F3UILD! N G D ltio'9k"D4, li' IAODIRCATIONS moDE' 7664E SILVERCRE.ST CLASSIC S77EET7 A+i3'4')46'•P0I IS-4A64lC91S- A6990' S-1101 — �t ---. TITLE. SERVICE ENTRANCES. PROPRtElARY AND CONFIDENTIAL ORAWN 8Y'. WaW %SGATE D5.11-06 T/ESE DNAWMW ANO SPECFICAMM ARE O/Uciwl, PRCP4ITAAYANDCONRDQITl4LNA7E LALlOigLwPbw -- -- m pYA►-N7 X197►]dlf ! Y C1tW PqN SCALE: I/a' m I'-0' Light iht Speakereak r D ravers r Switch Gelling Fan Florescent PP Pot & Pans -4HOMES OF OREGON Recept 71/ Jack ZZI Register HBHose 8b SR## Customer zM R GFCl Phone Jack a J -Box I + 00 00 M En W U W D I cn O CC U M N m .4- PA A TEL Fti'47-1LIA 1 SlI ERCREST,• CLASSIC 7664: 4 KNOWS. 2 RATHSr FAMLY RO-01A 4=J --0",c66'-0" A?PROX. 2640 So. FT. Wk! ; U4SQ;? RETREAT 10'•a', Ir- r' ' L- r.;Sit � + 1, %bLL 5EDROOMI i 62)02 62X40 i 1 S r -In ,, ,A o w, M A%Ind ow 1 door Loc Btil�oas�� 4 aid f 01N:NG AREA = X— I 1 z l %'--. LIVING ROAM 16' -S -x12 —W 3-12 %j N9 L . •.:¢I t G� tIc_F:■r-r CPr i SC's ERMEL 0.11 California Department of Forestry and Fire Protection Butte County Fire Department Fire Safe Requirements Permit# d6 Under authority of Public Resources Code Section 4290, the following checked items are required by CDF/Butte County Fire Department and made part of this permit These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. 1272.00 Maintenance of Defensible_ Space Measures [X] To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. Public Resources Code 4291 T information will be provided. 1 .1273.10 Driveways I [X] (a) All new driveway construction or an extension of an existing driveway shall comply with Public aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. Resources Code 4290 roadway requirements. R 1273.04 Roadway Radius 15 E [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of E [X] (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures feet along its entire length designed to hold or divert water, shall be not less than 100 feet. [X] (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the [X] Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than RD 400 feet apart. [X] (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be 1273.06 Roadway Turnouts within 50 feet of the building. 1273.02 Roadway Surface T [X] The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and T j turnarounds. v 1273.03 Roadway Grades I [X] The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2 1 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. R 1273.04 Roadway Radius 1 � [X] (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. E [X] (b) 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. M 1273.05 Roadway Turnarounds [X] Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "T— shall be a minimum of 60 feet in length. N 1 , 1273.06 Roadway Turnouts [X] Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. T S Revised 02/28/06 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance [X] (a) Crate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40 foot turning radius shall be used. 1274.08 Addresses for Buildings [XI All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters, Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation, Location and Visibility of Addresses [X] (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. [XI (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 1276.01 Setback for Structure Defensible Space [ ] (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] Your parcel is larger then 1 acre but your minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required to meet the same practical effects requirements listed on page three. (�] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. Revised 02/28/06 Same Practical Effect for Buildin2s less then 30 feet from ProvertV line: If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure • Fire rated metal doors on side toward property line with insufficient setback • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels [XJ Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements- Installation of Residential Fire Sprinklers [X] If your property was part of a parcel split after January 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. MAY 212005 Date Revised 02/28/06 Darren Read Fire Protection Planning l� 00 /,/ e 7 0 - S7 'fl V1 .......... P.X., A9 - L-2 Oe - 4 -6 3 6 W PRC 4290 REOUI—RE—M—ENTS The attached Fire Safe Requirements Must be completed as specified and REVIEWED BYapproved by California Division of Fire protection PlanniW Offic6l . This project is required to meet the Forestry CDF, Butt* count/ Fire same practical effect guidelines q oved with compliance This project is 8PI) � Y outlined in the attached PRC4290 CALIFORNIA CODE of of condifions 0� attached sheet E 25 t �n REGULATIONS TITLE Requirements as amended by the Requirements. a tune jurisdiction apply to this project nature Date The 2001 CBC, CMC, CPC, 2004 CEC, and 2005 California Energy Standards as amended by the jurisdiction apply to this project PLAN omsioli BUILDING PLAN A�ROVAL L,N Date: Use: F!8= Parking: landscaping: ry Other: Signature: U r. 4,37 APPROVED PLANS AND PERMIT SHALL BE ON SITE FOR ALL INPECTIONS Gt�Frw - BUILDING PEWIT # 06 - )1 -Li - ASSESSOR'S I -Li - ASSESSOR'S PARCEL # obq (A-, Li"P, -71JJ--6 r---,% a File Copy Owner . /LEAF APN 0(,cf 31 v BP#_6- 1J2.5 /2,J^ 67 ,�=� �}/P-.7' -061 / ��/ 4' ( / 41'6 "36 — W PRC 4290RE UIREMENTS The attached Fire Safe Requirements must be completed as specified and approved by California Division of This project is reg6ired to meet the Forestry same practical efft guidelines CALIFORNIA CODE of outlined in the attached PRC4290 REGULATIONS TITLE 25 Requirements as amended by the Requirements. jurisdiction apply to this project r The 2001 CBC, CMC, CPC, 2004 CEC, and 2005 California Energy Standards as amended by the jurisdiction apply to this project. i FKANNINGISION • BUILDING PLAN APPROVAL Date: �o. Q ,_ Landscaping: Other. _ Signet= -�tA7 `0 _ APPROVED PLANS AND PERMIT SHALL BE ON SITE FOR ALL INPECTIONS ASSESSOR'S PARCEL # Utf-( - s# v - tai 'TE CiOUI� TV DiNG r i a 4 L f1(LVF1� a�,e49 6y JR (A� 1 �� A 007 .41-x :PH OnF �•( `y l-•�+r...%� �~..� :'/~ r'„ T^.1 � r. �U! � - �? fes; �. V 4� t_� / JOB SITE COPY V,Gdf-q-kGLUGUj'c." ,lp ?AWG bmcipl GlIc '14 e,,nlqGj!UG2 jLp!a bkolsocip Lr7dniLeq jo wroGf -,,pE; JOB SITE COPY 40 wool We I nm MINN rillrD11,40 )EWALL HEIGHT = 90" IMAX SW 18.25.01 SW18.25.01 .=48", T.L.=16'-4" L=90", T.L.=33'-0" GJOIST 3-�3, LAGS -3 IST 2-�3, LAGS -2 250 PLF-GYP 250 PLF-GYP GLUE 1 SIDE GLUE 1 SIDE 14'-4" 12,x. 4652E 4652E 7280SGD 6252 5 5 5 5® 6 P CEOw N M5 0 RETREAT UI 1 SW18.25.01 L=48", T.L.=16'-8" JOIST 2-#3, LAGS -2 250 PLF-GYP GLUE 1 SIDE 20'-3" 80-15LIT 6240 6240 6 v .9ff Try L 0PT nv �I II - 016 KITCHEN I, ISLAND II II Pf ©© MASTER 5 FAMILY BEDROOM a� R M 6 2 6 ' ---------- w i28 5 6 5 U Tv 5 .� � 5 b- 7 I 2 5 - -- o i M BATH 2 N \ N 8 8 ' LINEN a $ 30 3 30 I 28 7 n 30 Q�G II $ Z.Zq Ii N HALLO _ 91 7 2-25 8 30 25 �G .. 1a , 28 24 ...... • Y ��SS 28 \\ \ ar-z oI Fm \ 24 '0 BATH 4i oQ� I\�\\ \�. } 24 24 \\ T {T�25 a n= � I ; N T 25 24 25.419-4 �; -5 ; " BEDROOM #2 BEDROOM #3 11, p°i U) 24 UTILITY ItT 0 4 N 27 25Y 2�fl W/H LL 25 25 24 3280 -91 -ITE 25I 4652E I 4652_E 251 4 12'-0" MIR NG 7 20'-9 114"x18" MICROLL.AM RIDGE BEAM LIVING ROOM 7$52 21'-4" 24 LIGHT & VENT SCHEDULE ROOM AREA REQ'D REQ'D LIGHT VENT BEDROOM #2 144.9 SF 11.6 SF 5.8 SF BEDROOM #3 147.3 SF 11.8 SF 5.9 SF DINING 176.65F'14-0 SF 7.0 SF FAMILY ROOM 397.1 SF 31.8 SF 15.9S LIVING ROOM 296.5 SF 23.7 SF 11.9 SF MASTER BEDROOM 314.4 SF 25.2 SF 12.6 SF RETREAT 154.1 SF 12.3 SF 6.2 SF 0 N Customer: Green ,PT 134:12 ROOF 2--- ELITE FEATURES I I 3_ 00 U) 0 0 N 39 E 7 MIN. 30# LL 10# DL PIER 114" MAX. CLEAR SPAN POST LOADS LBS SPAN 1 SPAN 1 TYPE 5,000 1 B 13'-3" 1 9,900 2 B 13'-3' 5'-41/2' G/E 11,6003 B 5-4 1/2#-15-3 1/4' E/G2 13,3004 B 18'-3 1/4' 10'-2' G2/G 11,6005 B 10'-2" 13'-9 1/4' G/Gi 5,000 6 B 13'-9 1/4' 1 20'-9 1/4" I 20'-9 1/4" 13'-4 3/4' G2/G R 13'-4 3/4' 15'-4' G/G1 15'-4" 12'-1' G1/G 17'-1" Butte County Building Division MANUFACTURED HOME SUPPORT DATA Owner's name: 1fvUt C_K4.c-I Home Manufacturer:L� Model Number/ Name: S; uei-,�caest Gl 5 5 L -7&& Width: 40_(ft.) Length: U(P (ft.) FOOTINGS: Wood - pressure tr ated or foundation grade[ SUPPORTS: Concrete block [,/Other:[ ] A.P.# 010 --.31(P - 8f Manufacture Year: -L ]Other: [ ] Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. r1C1 rUUuny 014CJ C111U L.000l1U11, 'SINGLE WIDE Line 1 --------------------_ Line 2 �� section 1 Line 1 Line 1 Piers: Minimum size piers: Spacing maximum: From ends maximum Line 2 Piers: Minimum size piers: Spacing maximum: From ends maximum Line 3 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location continued): .fC 1 of;1�"s' e&,W Line 4 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Section 2 Section 3 X [30/,] D" [ 1 ��) X [ 30'j 0 " MULTI -WIDE Line 1 Line 2 Line 3 Line 2 Line 4 (triple wide only) Line 2 Snow Load: 3 o psf Snow Load requirements may be obtained at http://www.upstate-ca.com/bufte/bufte—county/ Insert AP #, view snow load in lower right corner. Line 1 Openings: 1. Minimum size pier: [ la ] X [ 3C) ,r �-�• - Required at each side of o iA'k ,. wide. IF ; - ,i J/ 0 1 6600 6600 'BUTTE COLT„9 a 6'-0” IXIIG l0Gig1 47'-4' 32'-8' N n -11600 13,300 11,600 9900 -------------- '— ----------------fR -1 --------------------------------------R--------a------------------------ N- cu I- 20'-5 - L 15'-2j° Lf 32'-8' ntw mmn 47'-4' 13,106— V-8OX PLENUM x q 3'-4�' jELELrRc& g3 47'-Bj' -T54'-0' WATIN KV (— 36'-41- r 21'-1oi. -------------0------------------------ ---- -------- 13,200 16 ,500 L N 6%-0" NOTES: I. THIS PRINT IS TO BE USED FOR LOCATION OF MATING LINE PIER BLOCKING AND UTILITIES AND IS SUBJECT TO CHANGE. 2. SEE THE REDMAN INSTALLATION MANUAL FOR SITE AND SET-UP REQUIREMENTS. 3. BASEMENT MUST BE DESIGNED BY A REGISTERED ENGINEER. HEAT DUCT ROSSOVER PIER BLOCKING 9 O.C. FLOOR JAS, um —r "A" UNIT 4 "B" UNIT (Ag [I " C" UNIT FRAME RAIL LOCATION DM)MRS WAY vwrr SILVERTON - ne SNT 1 PIER/D Of tS LLOOOC` TIOMS HT 1 CLASSRST REV 6/04/0 7664L 2"x 2"x 3/16" STEEL ANGLE DETAIL "A" CHASSIS FRAME 1/4" GRIPPER PLATE (2) REQUIRED 1/4" GRIPPER 13ASE 1/2-13UNC—A307 x 4 BOLT WITH NUTS (4) REQUIRED 01 1/2- SCH 40 PIPE R15ER WITH 01/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO 01/2" ADJUSTER HOLES q ABESCO ABS PAD #503 STCEL FRAME SEE DETAIL "A" - 3/8' CAD PLATED BOLT, NUT & WASHER COUNTER BORED FLUSH WITH BOTTOM AT 8" O.C. (8) REQUIRED 1/4" STAND BASE ASESCO ABS PAD f503 36" MAX TO BOTTOM OF PAD COACH "C" FRAME COACH "J" FRAME 2" CHANNEL 1/4" GRIPPER 1 TEK 1STS/4 PLATE (4) REQUIRED TEK STS (2) REQUIRED 1/4" GRIPPER 1/4" GRIPPER BASE BASE y t/2" A307 BOLT (2) REQUIRED ti 1/2" A307 BOLT (4) REQUIRED 3/8"x 6"x 6" STEEL PLATE �-BEAM—BEAM 1/2" A307 BOLT (2) REQUIRED ATTACHMENT ATTACHMENT [- 10.00 0 0 10.00 O o (19/16 HOLE (7YP) STAND BASE TDP VIEW LOCK 3" C.R. 01 Q �S o DA, -06 y .G 37" TUF-1 PERMANENT FOUNDATION SYSTEM 18 1/2" '� ABESCO• •:µ—M— SACSWI, T , PERKINS ROAD SACtLAIviI3NT0, CA 95823 LOCK PIN WITH 01/8" BRIDGE PIN 1 i -- 7 ¢- 8" 1/2" DIA. HOLE (8) PLACES STEEL FRAME TOP VIEW STATE APPROVAL �t MANUFACTURED 1101AU MOSILE NO M$ -' 1 FOUNDATION SYSTfiM a TIEALTIT AND SArFTY CODE, SECTION 18551 APPROVED SUB.IECf TO CORRECTIONS NOTED API'RO V AI. DOES NOT AUTHORIZE OR AFPROVTI ANY OMISSIONS OR DEVIATION FROM REQUIRFMENTS OF ArPLICAD1,11 STATE LAN$ AND REGULATIONS S lotc or Ca 1i fomie 17cpatlmcnt of Housing and CommanitY Dcvtaopmcnt I 1VIS1 OF COODI]S� AND STANTIARDS BY_�rL �i.(.--AATB 7 /� �„ntorc3 SPA NO..__ CIO' w 1 This Plan Apptov-AExpitaa PH: (800) 382-8831 WAYNE T. POLVADO, PE—LISTING NO. F94249 SHEET t of 3 FAX: (916) 383-5207 N 'a�.+�! Gar C •�4�Ce. .. GENERAL NOTES GUS GUARD TUF-1 1. DESIGN LOA • 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 LO D • HOR17ONTAL VERTICAL GUS GUARD TUF-1 2200# 6000# GUS GUARD MGP PAD 2200# 6000# GUS GUARD E -Z TIE PAD 22001 60000 8. DURING PRELIMINARY INSPECTION, THE ESTIMATOR SHALL ENSURE THAT MOBILE HOME CHASSIS BEAMS ARE OF STANDARD SECTION, g, 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-I SYSTEMS ARE SAFE FOR INSTALLATION IN FLOOD rS�oJ 16, FOUNDATION BLOCKS 16"x I6"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' MIN. 22' MAX. VARIES 10'-70' (SEE TABLE ON SHEET #3) -- 5 -I- E 1 U U u ❑ ❑ I RIDGE BEAM SUPPORT AS REQUIRED BY MANUFACTURER —1 D (TYPICAL) ❑ ❑ ❑ ❑ ❑ E�_T ❑❑a-❑ �P_As` 8' 1LNOM. LJ 2' NOM. ❑ ❑ IN ANY PAIR MAY BE STANDARD M.H. FOUNDATION ROTATED 90 DEGREES OR PIERS AS RECOMMENDED BY PVC SERIES OFFSET TO OTHER S1DE TO THE MANUFACTURER OR THE AVOID CLEARANCE PROBLEMS. ENGINEER. TYPICAL THROUGHOUT SUPPORT PAO (TYP) PLAIN AREAS WHERE DEPTH OF FLOODING DOES NOT EXCEED THE HEIGHT ur ,:,,. OF THREE FEET, =} F. I1.. 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 TWITS 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 Y[ REQUIRED. ANCHOR STAND TO CONCRETE SLAB WITH TUF-1 PERMANENT FOUR (4) 1/2"x 3 1/2" EXPANSION ANCHORS. FOUNDATION_SYSTEM 15,. GUS GUARD TUF-1 FOUNDATION SYSTEM PROVIDES ALLOWABLE SNOW LOAD TO 100 PSF WHEN INSTALLED A.BESCO WITH EXISTING STANDARDS REQUIRED BY COACH 5851 FLOE MANUFACTURER OR REPLACE THEM ON A ONE TO SACPkW ONE BASIS. I PN- rR() STATE APPROVAL FUIINIIATION SYSTEM HEALTH AND SAPIiTY C.Ii11F, SECTION 195SI APIIROVCD SUTIJCCTTo CORRF.CTIONSNOTED AITROVAL UQES Nn'T AUTHORIZE OR APPROVE ANY t)f 415SI0NS Oil DEVIATION FROIA REQUIREMENTS OF APPLICARLISYVA7:F; LAWS AND REGULATIONS Slate 01'Calif0mia Itepnrtment of HOOsing and Community Developm0ut ` 1VTST Of CODES AND STANDARDS -Ile DATlj �LJ (Gignahire) This Plan jivnl Axpirea WAYNE T. POLVADO, PE—LISTING NO. F94249 SHEET 2 of 3 47 16* OOS 16' HOLES w 18"Y 8tt X 0 t/ 1/2'STEEL C,. RHOLES ARE/OFFSET 90' 1/2 x 3 1/2w 1/2'x 8■ LONG EXPANSION ANCHOR ANCHOR BOLT 3/8' CAD PLATED BOLT, NUT A WASHER (4) REQUIRED (4) REQUIRED COUNTER BORED FLUSH WITH BOTTOM AT 8w Q.C. (8) REQUIRED .� .�• , /. ••,. jY• ji�;,r., ilk CONCRETE PAD INSTALLATION CHASSIS FRAME 1/4' GRIPPER PLATE (2) REQUIRED 1/$ GRIPPER BASE 1/2-13UNC—A307 x 4' BOLT WITH NUTS (4) REQUIRED Of IeV SCH 40 PIPE RISER WITH II/2 ADJUSTER HOLES AND 3/8' THICK TOP PLATE 02' SCH 40 PIPE STAND WITH TWO 01/2' ADJUSTER HOLES ABESC0 AUS PAD #903 STEEL FRAME 13 1 POURED IN PLACE 18x16xt2 CONCRETE ,..., FOUNDATION INSTALLATION LIGHT HEAVY—WEIGHT PLASTIC PAD INSTALLATION 38' MAX TO BOTTOM OF PAD 01/2wx 3n C.R. LOCK PIN WITH 01/e' BRIDGE PIN I� MULTI—Irma UN(T8 LENGTH OF HOME 24 WIDTH OF HOME 26 28 44 UP TO 44' 8 8I 8 1 1 44'-1 10 66' 12 12 1 12 1 18 to 80 20 20 20 24 SINaLM arms UNITTS LENGTH OF HOME---A�) NUMBER WIDTH OF HOME 12 14 1 18 UP TO 44 b I 8 1 6 1 8 41-1 66 8 8 8 1• to Ba 10 1-- D NUMBER OF TUF-1 REQUIRED NUMBER OF TUF-1 NEOUINEU 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. 44 ssio � STATE APPROVAL k1ANUFACTURn1) Hnvirainnim NOMB FOUNOCtON FYSTBhd — NP.ALTH AND SAYRTY 0013, SUC7'ION 18513 APPROV50 ,gp* Tit 37' TUF-1 PERMANENT FOUNDATION SYSTEM svn+Kean r'hHtiRCYIC)NY Nn7Afl ATPR(f'VAL TV%fie NOT APTH011171p 011 APPROVE ANY 0111SSION`C 011 t*VIATION VP1.1M RhQUiRTMENTS OF APl'LIG.mR trATi . LAWS Amr) }tT(OULATIQNS .Stnle 111`011rornlu Dcpattnm111 pl' Poiniutt And Community Development 1V M0 Ot' con 5 ANI) S7A7 (�r ,ry�irnnlure} SPA NO...,.:.. /' 1hlx Ptrn Anhmvni WAYNE T. POLVADO. PE—LISTING NO. F94249 SHEET 3 of 3 Property Owners Name: Property Location: FIRE SAFE REQUIREMENTS Butte County Fire Department Ok q - -3 l 8 California Department of Forestry and Fire Protection 6 XT -1 A Or '11 Calf 04044 • Zln 538 7888 17 son venue, ovn e, 1 olTlla ( ) - Inspection Date: Building Permit # City: ,. f. anoblt Arrcle.©Fels srec� ��m� � ".A 1 / To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and 3 - utilization of the defensible space provided for these standards during a wildfuq provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the 't parcel or ma approval. It is the property owner responsibility to annually provide defensible space measures around structures m this as law (PRC 4291 PRC 4291 information will be provided at the counter when the permit is issued. (a) All new driveway construction or an extension of an existing driveway shall Turning radius measwemeaft: comply with Public Resources Code 4290 roadwayrequirements. Is the drivewaynew or was it extended? Yes ❑ No ❑ All buildings shall be issued an address by the local jurisdiction, which conforms (b) All driveways shall provide a minimum 10' traffic lane and unobstructed to that jurisdiction's overall address system. Accessory buildings will not be vertical clearance of 15' alongits entire length. required to have a separate address; however, each dwelling unit within a building Drivewaywidth: Vertical Clearance: shall be separately identified. (c) Driveways exceeding 150' in length, but less than 800' in length, shall Is address correct? Yes ❑ No ❑ provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800', turnouts shall be ovided no more than 400' art. Size of letters, numbers and symbols for addresses shall be a minimum 3" letter Drivewaylength: height, 3.'8" stroke, reflectorized, contrasting with the background color of the sign. (d) A turnaround shall be provided to all building sites on driveways over 300' in Letters, Numbers and S mbols correct. Yes ❑ No E3Tt0 length, and shall be within 50' of the building. .... o; :. Turnaround distance from build' . b , t .Vii �."�. The surface shall provide unobstructed access to conventional drive vehicles, at each driveway entrance and visible from both directions of travel along the including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts and turnarounds. Depth of i°'`2:: r� �y�bassey: UADWAY The grade for all roads, streets, private lanes and driveways shall not exceed 15%. All grades over 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. Percents of .'xi • 'u tit.' Ii7S vyw.a r �t �kr rF ie-* <=<M a �:+ (a) No roadway shall have a horizontal inside radius of curvature of less than 50 business, the address sign shall be placed at the nearest road intersection providing and additional surface width of 4' shall be added to curves of 50-100' radius; 2' to access to that site. those from 100-200'. Correct? Yes ❑ No ❑ Questionable horizontal curve radius: (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and (a) All parcels 1 acre and larger shall provide a minimum 30' setback for drains structures designed to hold or divert water, shall be not less than 100'. buildings and accessory buildings from all property lines and/or the center of the Questionable vertical curve length road. 7g TUX_1AW_AM__S2R� X520,70ff M77 (b) For parcels less than I acre, the local jurisdiction shall provide for the same Turnarounds are required on driveways as specified in this article. The minimum ental effect. turning radius for a turnaround shall be 40' from the center line of the road If a hammerhead -T is used the t of the "T" shall be a minimum of 60' in len If a Building Setback is less then 30' from all property lines and/or the center of T of roadwa turnaround used? Mia+arc? the road, the following shall apply: Turnouts shall be a minimum of 10' wide and 30' long with a minimum 25' taper • Class A roof -Correct? Yes ❑ No ❑ on each end. Roadwayturnout measurements and location: �Ttz .lulu o wasrRu n[= .;7 'a�,., ., w f.c. ,.a_,,. (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. Bride certified b aregistered Civil Engineer'.) Yes ❑ No ❑ (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. Correct signs installed? Yes ❑ No ❑ (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. y Tumour measurements on each end: Re -Ins Dates Inspector 1 / / the traffic lanes serving the late. 3 - Gate measurements on ends: Distribution: Distribution: White — Building department Phone: Yellow — Fire Prevention No. Violation/Remarks Cleared Pink — Property Owner (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lanes serving the late. Gate measurements on ends: (b) All gates providing access from a road to a driveway shall be located at least 30' from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. Gate distance on driveway from road: (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40' turning radius shall be used. Turning radius measwemeaft: All buildings shall be issued an address by the local jurisdiction, which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. Is address correct? Yes ❑ No ❑ Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3.'8" stroke, reflectorized, contrasting with the background color of the sign. Letters, Numbers and S mbols correct. Yes ❑ No E3Tt0 .... o; :. (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. Correct? Yes ❑ No ❑ (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. Correct? Yes ❑ No ❑ (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. Correct? Yes ❑ No ❑ (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. Correct? Yes ❑ No ❑ (a) All parcels 1 acre and larger shall provide a minimum 30' setback for buildings and accessory buildings from all property lines and/or the center of the road. (b) For parcels less than I acre, the local jurisdiction shall provide for the same ental effect. If a Building Setback is less then 30' from all property lines and/or the center of the road, the following shall apply: • Class A roof -Correct? Yes ❑ No ❑ • Fully enclosed eaves on entire structure - Correct? Yes ❑ No ❑ • Metal doors toward property line with insufficient setback Yes ❑ No ❑ • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials Correct siding used on entire structure? Yes ❑ No Cl o1 >fs dor.rIAMNLOLEVRox: . Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Completed? Yes ❑ No ❑ y J<JTHEft R1� ©F RL3III s "'- 1 4;tt y dmf, ^`i ;: *a §"a^' If your property was part of a parcel split after July 1991, you are required to install residential fire sprinklers. It is the property owner's responsibility to review the official parcel map to confirm if sprinklers are re iced. Aresprinklers required? Yes ❑ No ❑ Aresprinklers installed? Yes ❑ No ❑ Yellow — Fire Prevention No. Violation/Remarks Cleared Pink — Property Owner FIRE SAFE REQUIREMENTS ' Butte County Fire Department 31 " O 1 California Department of Forestry and Fire Protection 176 Nelson Avenue, Oroville, California 95965 • (530) 538-7888 `Property Owners Name: Inspection Date: Building Permit # Property Location: City: Phone: A Re -Ins Dates Inspector 1 / / 3 / 1 n taw—n wng lcparrment To ensure continued maintenance of properties in conformance with thea a standards and measutr��ss and to assure continued availability, access, and utilization of the defe6ible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans andlor shall be provided as a condition of the arcel or map approval. It is the property owner responsibility to annually provide defensible space measures around strutneta Ibis property as required by law W 4291 PRC 4291 information will be provided at the counter when the permit is issued. (c) Where a one-way road with a single traffic lane provides access to a gated (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. Is the driveway new or was it extended? Yes ❑ No ❑ (b) All driveways shall provide a minimum 10' traffic lane and unobstructed vertical clearance of 15' along its entire len Drivewa width: Vertical Clearance: (c) Driveways exceeding 150' in length, but less than 800' in length, shall provide a turnout [tear the midpoint of the driveway. Where the driveway exceeds b 800', turnouts shall be provided no more than 400' apart. Driveway length: (d) A turnaround shall be provided to all building sites on driveways over 300' in length, and shall be within 50' of the building. Turnaround distance fr-ombuildi 4,w, xr ., ' . ,w v( Yrs �. :b The surface shall provide unobstructed access to conventional drive vehicles, (a) Ml buildings shall have a permanently posted address, which shall be placed including sedans and fire engines. Surfaces should be established in conformance at each driveway entrance and visible from both directions of travel along the with local ordinances, and be capable of supporting a 40,000 pound load. 4" of road In all cases, the address shall be posted at the beginning of construction and class 2 aggregate base shall be required for all driveways, turnouts and shall be maintained thceafler, and the address shall be visible and legible from the turnarounds. road on which the address is located. Depth ofamestate base: Correct? Yes ❑ No ❑ MP3 ^ (b) Address signs along one-way roads shall be visible from both the intended The grade for all roads, streets, private lanes and driveways shad not exceed 15%. detection of travel and the opposite direction. All grades over 15% shall have 4" of class 2 aggregate base and 2" of asphalt Correct? Yes ❑ No ❑ concrete. No driveways allowed in excess of 20%. (c) Where multiple addresses are required at a single driveway, they shall be Percentage3�of % mounted on a single post. Correct? Yes ❑ No ❑ (a) No roadway shall have a horizontal inside radius of curvature of less than 50' (d) Where a roadway provides access solely to a single commercial or industrial and additional surface width of 4' shall be added to curves of 50-100' radius; 2' to business, the address sign shall be placed at the nearest road intersection providing those from 100-200'. access to that site. Questionable horizontal curve radius: Correct? Yes ❑ No ❑ (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and (a) All parcels 1 acro and larger shall provide a minimum 30' setback for drainage structures designed to hold or divert water, shall be not less than 100'. buildings and accessory buildings from all property lines and/or the center of the _Questionable vertical curve road. (b) For parcels less than I acre, the local jurisdiction shall provide for the same Turnarounds are required on driveways as specified in this article. The minimum practical effect. turning radius for a turnaround shall be 40' from the center line of the road If a hammerhead -T is used, the top of the'T" shall be a minimum of 60' in len If a Building Setback is less then 30' from all property lines and/or the center of Type ofroadwa tumaroundused? Measurements? the mad, the following shall apply: Turnouts shall be a minimum of 10' wide and 30' long with a minimum 25' taper • Class A roof- Correct? Yes ❑ No ❑ on each end. Roadwa711 tumour menstrerneras and location: :rule (a) All driveway, road, sheet, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. Bride certified by aregistered Civil Engineer'.) Yes ❑ No ❑ (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. Correct signs installed? Yes ❑ No ❑ (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility f -om one end to the other and turnouts at both ends. Tumour measurements on each end: Re -Ins Dates Inspector 1 / / 3 / 1 n taw—n wng lcparrment No. Violation/Remarks Cleared 1 / Yellow — Fire Prevention rut—r F"'y _wn (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lanes serving the gate. Gate measurements on ends: (b) All gates providing access from a road to a driveway shall be located at least 30' from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. Gate distance on driveway from road: (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40' turning radius shall be used. T radius : All buildings shall be issued an address by the local jurisdiction, which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be sep ly identified. Is address correct? Yes ❑ No ❑ b Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. Letters, Numbers and Symbols correct? Yes ❑ No ❑ (a) Ml buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road In all cases, the address shall be posted at the beginning of construction and shall be maintained thceafler, and the address shall be visible and legible from the road on which the address is located. Correct? Yes ❑ No ❑ (b) Address signs along one-way roads shall be visible from both the intended detection of travel and the opposite direction. Correct? Yes ❑ No ❑ (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. Correct? Yes ❑ No ❑ (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. Correct? Yes ❑ No ❑ 00 (a) All parcels 1 acro and larger shall provide a minimum 30' setback for buildings and accessory buildings from all property lines and/or the center of the road. (b) For parcels less than I acre, the local jurisdiction shall provide for the same practical effect. If a Building Setback is less then 30' from all property lines and/or the center of the mad, the following shall apply: • Class A roof- Correct? Yes ❑ No ❑ • Fully enclosed eaves on entire structure . Correct? Yes ❑ No ❑ • Metal doors toward property line with insufficient setback Yes ❑ No ❑ • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials Correct siding used on entire structure? Yes ❑ No ❑ Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit Completed? Yes ❑ No ❑ If your property was part of a parcel split after July 1991, you are required to install residential fie sprinklers. It is the property owner's responsibility to review the official parcel map to confirm ifs en are required. Aresprinklers required? Yes ❑ No ❑ Aresprinklers installed? Yes ❑ No ❑ No. Violation/Remarks Cleared 1 / Yellow — Fire Prevention rut—r F"'y _wn 't FIRE SAFE REQUIREMENTS Butte County Fire Department of"q 31 :;' - 01 California Department of Forestry and Fire Protection 176 Nelson Avenue, Oroville, California 95965 • (530) 538-7888 ,,,rr��// 1 Property Owners Name: Inspection Date: Building Permit # W Property Location: City: Phone: Re -Inspection To ensure continued maintenance of properties in conformance with these standards and messu%S and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit parcel or map approval.' It is the property owner VaRxMibility to annually provide defensible space measures around structures onthis property as required by law 4291 PRC 4291 information will be provided at the counter when the permit is issued. -7, sc'7 c -A -41 �7 (a) All new driveway construction or an extension of an existing driveway shall Ila radius : comply with Public Resources Code 4290 roadway requirements. D S C" All buildings shall be issued an address by the local jurisdiction, which conforms Is the driveway new or was it extended? Yes ❑ No ❑ (b) All driveways shall provide a minimum 10' traffic lane and unobstructed vertical clearance of 15' along its entire len Driveway width: Vertical Clearance: (c) Driveways exceeding 150' in length, but less than 800' in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800', turnouts shall be provided no more than 400' aparL Driveway len (d) A turnaround shall be provided to all building sites on driveways over 300' in length, and shall be within 50' of the building. Turnaround distance fiern build' .. p .. A ", .. T �� The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts and turnarounds. Depth of base; direction of travel and the opposite direction. The grade for all roads, sweets, private lanes and driveways shall not exceed 15%. All grades over 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. Percents of •/, (a) No roadway shall have a horizontal inside radius of curvature of less than 50' business, the address sign shall be placed at the neatest road intersection providing and additional surface width of 4' shall be added to curves of 50-100' radius; 2' to access to that site. time from 100-200'. Correct? Yes ❑ No ❑ Questionable horizontal curve radius: .• J33 (a) All parcels 1 acre and larger shall provide a minimum 30' setback for (b) 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'. Questionable vertical curve ° Turnarounds are required on driveways as specified in this article The minimum turning radius for a turnaround shall be 40' from the center line ofthe road If a harnmerhesd-T is used, the top of the "T" shall be a minimum of 60' in length. Type ofroadwa turnwourdwed? Measuuernents? • Class A roof - Correct? Yes ❑ No ❑ Turnouts shall be a minimum of 10' wide and 90' long with a minimum 25' taper on each end. Roadway tumour measurements and location: #2MCI (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. $"a Bridge certified by a registered Civil En inter? Yes ❑ No ❑ (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. Correct signs installed? Yes 13 No 13(c) Abridgewith only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. Tlrnm measurements on each end - nd Re-Ins Dates Inspector 1 / ! 3 / / ...a .............. r.w,c—nuuwrigueparmrem No. Violation/Remarks Cleared Yellow — Fire Prevention rue --Pty wwucr (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lanes serving the gate. Gate measurements on ends: (b) All gates providing access from a road to a driveway shall be located at least 30' from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. Gate distance on driveway from road: (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40' turning radius shall be used. Ila radius : D S C" All buildings shall be issued an address by the local jurisdiction, which conforms to that jurisdictions overall address system Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. Is address correct? Yes ❑ No ❑ i Six of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the si . Letters, Numbers and Symbols correct? Yes ❑ No ❑ (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. Correct? Yes ❑ No ❑ (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. Correct? Yes ❑ No ❑ (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. Correct? Yes ❑ No ❑ (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the neatest road intersection providing access to that site. Correct? Yes ❑ No ❑ .• J33 (a) All parcels 1 acre and larger shall provide a minimum 30' setback for buildings and accessory buildings from all property lines and/or the center of the road (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same ctical effect. :SAME' If a Building Setback is less then 30' from all property lines and/or the center of the road, the following shall apply: • Class A roof - Correct? Yes ❑ No ❑ • Fully enclosed eaves on entire structure - Correct? Yes ❑ No ❑ • Metal doors toward property line with insufficient setback Yes ❑ No ❑ • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials Correct siding used on entire structure? Yes ❑ No ❑ $"a iia.1 ': Q5,7 ° Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final ins ction of a buildi rmit. Completed? Yes ❑ No ❑ AIR If your property was part of a parcel split after July 1991, you are required to install residential fire sprinklers. It is the property owner's responsibility to review the official parcel map to confirm ifs rinklers are required. Aresprinklers required? Yes ❑ No ❑ Aresprinklers installed? Yes ❑ No ❑ No. Violation/Remarks Cleared Yellow — Fire Prevention rue --Pty wwucr California Department of Forestry and Fire Protection Butte County Fire Department Fire Safe Requirements Permit# 06 - 2� D Under authority of Public Resources Code Section 4290, the following checked items are required by CDF/Butte County Fire Department and made part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. 1272.00 Maintenance of Defensible Space Measures [X] To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. Public Resources Code 4291 T information will be provided. 1 1273.10 Driveways T [X] (a) All new driveway construction or an extension of an existing driveway shall comply with Public x Resources Code 4290 roadway requirements. [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 E feet along its entire length. [X] (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than D 400 feet apart R [X] (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. 1273.02 Roadway Surface [X] The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire Q engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and j T turnarounds. v 1273.03 Roadway Grades T [X] The grade for all driveways shall not exceed 15 percent. Grades above 15% shall have 4" of class 2 1 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius R [X] (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] (b) 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. 1273.05 Roadway Turnarounds [X] Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "T" shall be a minimum of 60 feet in length 1273.06 Roadway Turnouts N [X] Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. T Revised 02/28/06 6UTTE COUNTY E.',UiLDING DIMSION APPROVED 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance [X] (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40 foot turning radius shall be used. 1274.08 Addresses for Buildings [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters, Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation, Location and Visibility of Addresses [X] (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. [X] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 1276.01 Setback for Structure Defensible Space [ ) (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road- Your oadYour parcel is larger then 1 acre but your minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required to meet the same practical effects requirements listed on page three. ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. Revised 02/28/06 2 I L� iiL01fes+ N � �Cl;��1,1�� t,rPPRONIED If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure • Fire rated metal doors on side toward property line with insufficient setback • Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels [XI Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements- Installation of Residential Fire Sprinklers pq If your property was part of a parcel split after January 1,1991, you are required to install residential fire Sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. MAY 2 12006 Darren Read Date Fire Protection Planning Revised 02128/06 APPROV U -11 .... I ...... IJUH f Why 100 Feet? Following these simple steps can dramatically increase the chance of your home surviving a wildfire! A Defensible Space of 100 feet around your home is required by law. ' The goal is to protect your home while providing a safe area for firefighters. — Clearing an area of 30 feet immediately surrounding your home is critical. This area requires the greatest reduction in flammable vegetation. 1 1 1 i"�.:.e .rxs . — The fuel reduction zone in the remaining 70 feet (or to property line) will depend on the steepness of your property and the vegetation. Spacing between plants improves the chance of stopping awildfire before it destroys your home. You have two options in this area. 0 Create horizontal and vertical spacing between plants. The amount of space will depend on how steep the slope is and the size of the plants. 0 Large trees do not have to be cut and removed as long as all of the plants beneath them are removed. This eliminates a vertical "fire ladder." When clearing vegetation, use care when operating equipment such as lawnmowers. One small spark may start a fire; a string trimmer is much safer. Remove all build — up of needles and leaves from your roof and gutters. Keep tree limbs trimmed at least 10 feet from any chimneys and remove dead limbs that hang over your home or garage. The law also requires a screen over your chimney outlet of not more than 1h inch mesh. t . These regulations affect most of the grass, brush, and timber -covered private lands in the State. Some fire department jurisdictions may have additional requirements. Some activities may require permits for tree removal. Also, some activities may require special procedures for, 1) threatened and endangered species, 2) avoiding erosion, and 3) protection of water quality. Check with local officials if in doubt. Current regulations allow an insurance company to require additional clearance. The area to be treated does rat extend beyond your property. The State Board of Forestry and fire Protection has approved Guidelines to assist you in complying with the new law. Contact your local CDF office for more details. l�S I LVEO;rco? s TABLE OF CONTENTS 1.0 INTRODUCTION 1.1 HOW TO USE THIS MANUAL 1.2 PRE -INSTALLATION CONSIDERATION 1.3 SAFETY 1.4 IMPORTANT DOCUMENTS 2.0 DEFINITIONS 3.0 SITE PREPARATION 3.1 LOCATION 3.2 SITE ACCESS 3.3 SUPPORT REQUIREMENTS 3.4 MOISTURE PROTECTION 4.0 FOUNDATIONS 4.1 PIERS 4.2 FOOTINGS 4.3 OTHER FOUNDATIONS 4.4 SPECIAL CONSIDERATIONS 4.5 REFERENCE DOCUMENTS 5.0 INSTALLATION PROCESS 5.1 PRE -INSTALLATION PROCEDURES 5.2 POSITIONING HOME 5.3 RAISING, BLOCKING & LEVELING 5.4 INTERCONNECTION OF MULTI -SECTION HOMES 5.5 CLOSURE 5.6 ANCHORING INSTRUCTIONS 5.7 SPECIAL CONSIDERATIONS 5.8 SKIRTING 6.0 OPTIONAL FEATURES 6.1 HINGED ROOFS 6.2 GARDEN, AND BAY WINDOWS 6.3 ON-SITE ATTACHED STRUCTURES 6.4 ACCESSORY WINDOWS 6.5 MISCELLANEOUS LIGHTS AND FIXTURES 6.6 OPTIONAL PANELS, SIDING AND MOLDING 6.7 EXTERIOR COVERINGS 6.8 TELEPHONE AND CABLE TELEVISION 6.9 CONTINUOUS RIDGE VENT 7.0 APPLIANCES 7.1 HEATING APPLIANCES 7.2 CLOTHES DRYER VENT 7.3 COMFORT COOLING SYSTEMS 7.4 CHIMNEYS AND AIR INLETS 7.5 RANGE, COOK TOP AND OVEN VENTING 8.0 UTILITIES 8.1 WATER SUPPLY 8.2 DRAINAGE SYSTEM 8.3 GAS SUPPLY 8.4 HEATING OIL SYSTEMS 8.5 HOT WATER HEAT 8.6 ELECTRICITY 8.7 AIR DUCT CROSSOVERS 9.0 FINAL INSPECTION 9.1 INSTALLER'S INSPECTION 9.2 RETAILER'S INSPECTION 9.3 HOME RELOCATION 9.4 WINDOW & GLASS DOOR PROTECTION Copyright © 1976-2004 by Champion Page I APPROVED PFS Corporation Dallas • 1 11110103 HUD Manufactured Home Construction 6 Safety Standard DAPIA 2 -2 -2 -_2 3 4 5 5 5 5 -7 -8 -8 12 14 14 19 19 19 19 20 21 25 28 30 31 33 33 33 33 35 35 35 35 36 36 39 39 39 40 41 42 43 43 45 46 47 48 48 52 54 54 54 54 56 TABLE OF CONTENTS 1.1 HOW TO USE THIS MANUAL This installation manual contains instructions for the proper installation of a manufactured home. Please review this entire manual before starting the installation process. If you are professionally responsible for overseeing or completing the installation of this manufactured home, then you are the person to whom we are writing and directing this manual. This is not intended to be either a training guide or a step-by-step "how-to" instruction for the homeowner or the untrained, inexperienced apprentice or handy man. Manufactured homes are much too complicated to be installed by persons not qualified to do so. We assume that as a professional, you have the necessary knowledge and skills gained from experience and training that will allow you to perform your job safely, competently, and in accordance with all applicable codes, standards, rules and regulations. We also assume that you meet all necessary qualification tests including any license and certification requirements that may be in effect in your area. This manual includes one approved method of installing a manufactured home. There are several pages of charts and tables that are necessary to allow persons responsible for designing the foundation the flexibility to consider costs, terrain, climatic conditions, local requirements, and the intended end use of the product. Contact the factory for special instructions, which may be available for any items, not covered in this manual. In some cases in this manual, we make recommendations rather than set requirements for installation. A requirement is given in order to ensure compliance with the minimum federal standards. Recommendations are practices that are good and sound; that give value to the homeowner by reducing the chance that minor cosmetic or durability related complaints might arise; but which even if not followed will not cause the home to be out of compliance with the standards. Although compliance with a recommended installation process is optional, in some cases you or whoever made the decision to not follow the recommendation may become responsible for any complaints that may not have risen had the recommendation been followed. If you make decisions to deviate from the installation specifications of this manual, you may be responsible for those decisions. 1.2 PRE -INSTALLATION CONSIDERATIONS Refer to the Data Plate and the design load zone maps (Chapter 3) to make certain that the home is suitable for the geographic zone where a qualified installer will install it. Before locating or relocating the home, contact the authority having jurisdiction over the installation to see if permits or inspections for such procedures as blocking, anchoring or utility connections are required. Zoning or development covenants may apply and must be taken into consideration. 1.3 SAFETY There are inherent hazards associated with the installation of a manufactured home. We expect that you or your supervisors, as experienced professionals, recognize these hazards, are qualified to work with them, and are capable of providing safe work practices and equipment that minimize the risks of injury. These hazards are open and obvious, especially to experienced and qualified persons who must be the only persons attempting to install a manufactured home. VARIOUS WARNINGS and NOTICES are published throughout this manual as reminders. As qualified professionals in the field of manufactured housing installation, you are the experts and you must be aware of the hazards and conditions that you face, and that may result from what you do. These published reminders may not represent or identify all hazards, all potential hazards, or all possible consequences of improper or unsafe installation practices. Page 2 TABLE OF CONTENTS 1.4 IMPORTANT DOCUMENTS In addition to this Installation Manual, the following documents must be reviewed prior to the installation of this home: 1.4.1 Data Plate The Data Plate is an important document located either at the main electrical panel, in the utility area, in a bedroom closet, or in a cabinet in the kitchen. The Data Plate provides various identification numbers for the home and identifies the wind zone, roof load zone and climatic zone for which the home was designed. Zone maps, included on the Data Plate and reproduced in Figure 3. 1, geographically identify the wind, roof Page 3 load and climatic z; nes for the United States. This home shall not be 10Lated in or relocated to a zone, which has requirements exceeding those for which it was designed. Review the information on the Data Plate and the Zone Maps to determine that the home site location is within the acceptable boundaries. For clarification, the counties or parishes, and states in Wind Zones II and III have been listed. 1.4.2 Addendum Supplemental addendum pages may be included with this manual. Those pages identify requirements for special features included in the home which are not covered in this manual, or which differ from the details here in. CHAPTER 2 DEFINITIONS Anchoring equipment — straps, cables, turnbuckles, and chains, including tension devices, that are used with ties to secure a manufactured home to ground anchors. Anchoring system — a combination of ties, anchoring equipment, and ground anchors that will, when properly designed and installed, resist the wind overturning the home or moving it sideways. Authority having jurisdiction — the organization, office, or individual responsible for approving plans, equipment, an installation, or an alteration procedure of the home. Data plate — an information sheet located at the main electrical panel, in the utility room, in a bedroom closet, or in a cabinet in the kitchen. It provides the various identification numbers and identifies the wind zone, roof snow load zone, and climatic zone for which the home was constructed. Evaporative cooler — a roof or window mounted cooling device utilizing air drawn through water soaked panels. Used primarily in and climates. Footing — that part of the support system that sits directly on the ground at, below, or partly below grade to support the piers. Ground anchor — a device placed at the manufactured home site designed to transfer home anchoring loads to the ground. Information packet — the important papers provided with the home including appliance instructions, warranties, high wind coverage, etc. Labeled — equipment or materials to which has been attached a label, symbol, or other identifying mark of an organization that is acceptable to the authority having jurisdiction; that is concerned with product evaluation; that maintains periodic inspection of production of labeled equipment or materials; and that provides labels, the use of which indicates a manufacturer's compliance with appropriate standards or performance in a specified manner. Listed — equipment or materials included in a list that is published by an organization acceptable to the authority having jurisdiction; that is concerned with periodic evaluation; that maintains periodic inspection of production of listed equipment or materials; and that produces listings that state either that the equipment or materials meet appropriate standards or have been tested and found suitable for use in a specified manner. Local building authority — county or city inspector from the building or zoning department. Whoever issues required permits in the area. See "authority having jurisdiction". Must — indicates a mandatory requirement. N/A — indicates not applicable. Pier — That portion of the support system between the footing and the manufactured home, exclusive of caps and shims. Qualified — has the necessary knowledge and skills gained from experience and training that will allow performance of the job safely, competently, and in accordance with all applicable codes, standards, rules and regulations and meets all necessary qualification tests including any license and certification requirements that may be in effect in the area where the home will be installed. Should — indicates a recommendation that is strongly advised but not required. Shall — indicates a mandatory requirement. Site for a manufactured home — a designated parcel of land designed for the accommodation of one manufactured home, its accessory buildings or structures, and accessory equipment, for the exclusive use of the occupants of the home. Skirting — a weather resistant material used to enclose the space from the bottom of the manufactured home to grade. Stabilizing system — all components of the anchoring and support systems, such as piers, footings, ties, anchoring equipment, ground anchors, or any other materials and methods of construction that support and secure the manufactured home to the ground. Stand, manufactured home — that area of a manufactured home site that has been reserved for the placement of a manufactured home. Support system — A combination of footings, piers, caps, and shims that will, when properly installed, support the manufactured home. Utility connections — the connection of the manufactured home to existing utilities that include, but are not limited to, electricity, water, sewer, gas, or fuel. Page 4 CHAPTER 3 SITE PREPARATION The integrity of the home depends on proper site preparation. No matter how the home was constructed or installed, it must ultimately suit the site upon which it sits. There are four primary considerations: • Is the home designed for the site • Is the site accessible • Is the site capable of supporting the design loads • Is the site designed to prevent moisture damage 3.1 LOCATION The home is designed to meet wind, snow (roof loads), and climatic (heating and cooling) conditions for areas marked on the home's Data Plate (Figure 3.1). Do not locate the home where required loads exceed the loads for which it was designed. Locations with lower design loads are acceptable. 3.2 ACCESS 3.2.1 For Transporter Ensure that the transportation equipment and home can be safely moved to the site without damage. Fill any holes or soft places in the access road, and make sure there is adequate space and a strong enough surface between the road and the site to support the home. Consideration must be given to any berms, ditches or soft fields that may need to be traversed. Remove any overhanging branches that are in the way, and have a qualified person raise any overhead wires that are in the way. Special transportation permits may be required from state, county, or city officials. 3.2.2 Encroachments and Setback Distances Local laws regarding encroachments in streets, yards, and courts, and permissible setback distances from property lines and public roads may be applicable. 3.2.1 Issuance of Permits Ensure that all necessary local permits have been obtained and fees paid. 3.3 SUPPORT REQUIREMENTS AND SOIL CAPACITY 3.3.1 Requirements A firm foundation is necessary before the home is blocked and leveled. If the site is on filled in soil, it must be compacted to at least 95% of its maximum relative density. Table 3.1: General Descri tion of Soils Soil Type 1 Allowable Pressure lbs. per sq. ft. 2 Sedimentary rock 4,000 Sandy gravel or gravel 2,000 Sand, silty sand, clayey sand, silty gravel and clayey ravel 1,500 Clay, sandy clay, silty clay, or clayey silt 1,000 Unconsolidated fill, peat or organic clays Special Analysis Required 1- Based on the Unified Classification System 2- No allowance made for overburden pressure, embedment depth, water table height, or settlement problems OTE: This table to be used only when none of the following is available: a. Soils investigation and analysis of the site. b. Compliance with the local building code. c. Competent opinion by a local engineer or code official. Page 5 CHAPTER 3 SITE PREPARATION Heating and Cooling Zone Map FIGURE 3.1 Wind Load Zone Map Z",Z Zone 3 Q Roof Load Zone Map ®M ddl.30 PSF (snow) r�^'k ' OS..th 20 PSF (—i—) oz,,. z Zone 3 °%IN WIND ZONE I (15 PSF design) consists of those areas of the United States and its territories that are not identified as being in Wind Zone II or III. This home has not been designed for the higher wind pressure and anchoring provisions required for ocean/coastal areas and should not be located within 1,500 feet of the coastline in Wind Zones II and III. WIND ZONE II (100 MPH) The following local governments listed by state (counties or parishes, unless specified otherwise) are within Zone IT: ALABAMA LA (cont'd) ME (cont'd) NC (cont'd) Aransas Baldwin East Feliciana Washington Currituck Brazoria Mobile Evangeline MASSACHUSETTS Jones Calhoun FLORIDA Iberia Barnstable New Hanover Cameron II counties unless Iberville Bristol Onslow Chambers identified being in Jefferson Davis Dukes Pamlico Galveston Wind Zone III LaFayette Nantucket Pasquotank Jefferson GEORGIA Livingston Plymouth Pender Kennedy Bryan Pointe Coupee MISSISSIPPI Perquirrans Kieberg Camden St. Helena George Tyrrell Matagorda Chatham St. lames Hancock Washington Nueces Glynn St. John the Baptist Harrison SOUTH CAROLINA Orange Liberty St. Landry Jackson Beaufort Refugio McIntosh St. Martin Pearl River Berkeley San Patricio LOUISIANA ST. Tammany Stone Charleston Willacy Acadia Tangipahoa NORTH CAROLINA Colleton VIRGINIA Allen Vermillion Beaufort Dorchester The Cities of: Ascension Washington Brunswick Georgetown Chesapeake Assumption West Baton Rouge Candem Harry Norfolk Calcasieu West Feliciana Chowan Jasper Portsmouth Cameron MAINE Columbus Williamsburg Princess Anne Fast Baton Roue I Hancock I Craven ITEXAS I Virginia Beach Page 6 WIND ZONE III (110 MPH) The following local governments listed by State (counties or parishes, unless specified otherwise) are within Wind Zone III: Florida FL (cont'd) cont'd) Broward Manatee Plaquentines Charlotte Monroe St. Bernard Collier Palm Beach St. Charles Dade Pinellas St. Mary Franklin Sarasota Terrebonne Gulf Louisiana North Carolina HendryJefferson Carteret Lee LaFourche Dare Martin Orleans Hyde The following states and territories are within Bind Zone III: State of Hawaii All Alaska costal regions between the 90 mph Isotach on ANSI/ASCE7-88 wind map and the Coast U.S. Territories: America Samoa Guam Northern Mariana Islands Puerto Rico Trust Territory of Pacific Islands U.S. Virgin Islands CHAPTER 3 SITE PREPARATION 3.3.2 Bearing Capacity After completing any grading and filling, test the bearing capacity of the soil at the depth of the footings (see below) before designing the foundation. If the soil cannot be tested, but its type can be identified, use the foundation bearing pressures shown in Table 3.1 as a guide. If the soil cannot be identified, or if the soil appears to be composed of peat or un -compacted fill, confer with the local building authority for the recommended soil bearing capacity in the area or consult a local geologist or a qualified registered professional engineer for their analysis to determine the bearing capacity. 3.3.3 Soil Bearing Testing Methods and Equipment Use a pocket penetrometer (available from engineering supply homes) or other method acceptable to the local authority having jurisdiction. 3.3.4 Removal of Organic Material Removal of all organic material, such as grass, roots, twigs, and wood scraps, from beneath the home is required in areas where footings are to be placed, to minimize settling of footings and insect damage. Remove shrubs and overhanging branches from the immediate vicinity of the home site to prevent windstorm damage. WARNING Excessive moisture underneath the home can cause structural damage and other moisture -related problems, including the growth of mold and mildew, which may be hazardous to health. 3.4 MOISTURE PROTECTION Water must not be allowed to accumulate or stand underneath the home. Excessive moisture under the home may cause settling of the foundation, dampness in the home, and structural damage or long term deterioration to the home, including damage to the siding and bottom covering, buckling of the walls and floors, and problems with the operation of doors and windows. 3.4.1 Grading and Elimination of Depressions Grade the home site to permit water to drain from underneath the home (Figure 3.2). Grade the land to the edge of the home so it slopes away from the perimeter for a distance of 3-5 ft. or in accordance with local codes. Depending on the local landscape and local codes, drain tiles, ditches and culverts may be needed to drain surface runoff. If so, consult a qualified registered professional engineer. Regulated communities may have alternate grading provisions acceptable to the authority having jurisdiction. 3.4.2 Ground Moisture Control A uniform 6 -mil polyethylene or equivalent vapor retarder material installed on the ground surface beneath the home is recommended but not required. A vapor retarder will not correct poor drainage and when used should be in addition to proper drainage and grading. When used, a vapor retarder should cover the entire area under the home with the sheeting overlapped at least 6 inches at all seams. It is not necessary that the vapor retarder be stretched tight. Where soil and frost conditions permit placement of footings at grade level, place the sheeting directly beneath the footings. FIGURE 3.2 Page 7 ELIMINATION OF WATER BENEATH THE HOME DO CROWN AND GRADE MULTI -SECTION SITE TO SLOPE SINGLE SECTION (2-5%) AWAY FROM HOME. 14 DO NOT GRADE SITE SO THAT WATER COLLECTS BENEATH HOME Page 7 CHAPTER 4 FOUNDATIONS The Foundation is the platform that connects the home to the ground. While a strong foundation will not, in the long run, overcome a poorly prepared site, an inadequate foundation can cause the home to fail in resisting the loads it was designed to meet. Failure can range anywhere from difficult -to -open doors or windows to structural collapse. Generally, the foundations covered by this manual consist of Piers and Foots .. (see Definitions), although provisions or other systems are also described. 4.1 PIERS 4.1.1 Location and Spacing The location of piers depends upon the type and configuration of construction (single or multi -section; rectangular or offset), various design features, the size and weight of the home, and the roof load zone. The spacing of the piers depends on calculated pier loads; the design of the footings to transfer those loads to the soil, and the capacity of the soil. Each home section must be supported at the frames (Figure 4.1); at openings greater than 4 feet in sidewalls and any mating walls (Figure 4.2); at miscellaneous loading conditions (Figure 4.3); and some homes must be supported under the perimeter as well (Figure 4.4). FIGURE 4.1 NOTICE Failure to provide supports at the locations specified can cause loads to exceed the design capacity of the home and cause unwarranted damage. Some homes require both perimeter and frame footings and piers to safely support the home. Refer to the Data Plate and any addendum. If the serial number contains a "P" or if perimeter blocking is specified then both perimeter and frame blocking must be installed. STEP 1: FRAME BLOCKING. Each section must be supported under the Main I -beams. PIER LOCATIONS FRAME (MAIN I -BEAM) Single or multi -floor home (each floor) d, dz Requirements d' — distance from endwall; maximum 2 ft. d2 — distance between piers, based on loads given in Table 4.1A for Frame Blocking only, or Table 4.2A for Frame & Perimeter Blocking. �C EDGAR g ANT• • A��,t�SsN�srt�E�6 4MAIL D Page 8 CHAPTER 4 FOUNDATIONS FIGURE 4.2 N ILL 2: Sidewall & Mating Wall Openings. Each section must be supported at openings. FIGURE 4.2: PIER LOCATIONS SWEWALL & MATING LINE OPENINGS Li Li d1 d2 d3 da Requirements d, - opening greater than 4 ft. in sidewall (e.g., sliding glass doors, porches, bay windows); pier load per Table 4.1 B for Frame Blocking only, or Table 4.2B for Frame & Perimeter Blocking. All homes. d2 - mating wall openings same as sidewall openings (d,), per home section. d3 - if single pier is used to support two floors, load described in Table 4.1 B or Table 4.2B is doubled. All multi -floor homes (sections). d4 - transverse section tag requires roof center beam support piers as shown, or as marked on bottom of home. Use Table 4.2B, with opening equal to width of tag. FIGURE 4.3 STEP 3: Stabilizer Blocking. Each section may require supports. FIGURE 4.3: PIER LOCATION MISCELLANEOUS (STABILIZER BLOCKING) ri z PdL_ 3 Multi- section home, offset Id 4 El Requirements 1 - Under any concentrated heavy load (water beds, pianos, etc.) All 2 - Under the hinge side of all entry doors. All homes.* 3 - At inside corners of offset multi -section units, as shown. 4 - Perimeter blocking required under stairwells, front and/or rear of all homes with front crossmembers and/or rear frame recessed 7 - Typical piers are adequate. Footings of no lesser size than the base of the pier are required for stability. *EXCEPTION: stabilizer blocking for entry doors not required if a factory -installed outrigger or a field -installed listed adjustable outrigger (e.g., Manufactured Housing Foundations Systems, Inc.) is within 8 inches of the hinge side. Listed adjustable outriggers may only be used on 10 inch or larger I -beams; located within 24 inches horizontally of a frame pier; installed per the manufacturer's installation instructions. Adjustable outriggers may not be substitutes for other pier applications and must be removed prior to any home dl - NOTES FOR OFF -SET DESIGN 1. Roof of off -set section must have center peak. 2. Maximum ott-set without center peak is 4' in wind zone 1 only. 3. All other off -sets need set-up addendum. 4. Off -set should be tied down & blocked as a single section for that portion of the home. Also, blocking shall be placed at the inside corners where floors join. Page 9 *.�EOF �a-00 • ♦c C. EDGAR ORYANT • 71450 <11 ��p4F �v CHAPTER 4 FOUNDATIONS FIGURE 4.4 STEP 4: Perimeter Mandatory when specified on data plate or "P" in serial number. Must be used in addition to Frame Blockine shown in Figure 4.1. PIER PERIMETER (Mandatory when specified on data plate) Single or multi- section home, rectangular shape (marriage -line not present on - - `--- single Floor homes.) dt d2 Multi- section ,..�,..,.: _.... home, offset d3 Multi- section home with transverse rooftag d dl - distance from endwall; maximum 2 ft. d2 - distance between piers, based on loads given in Table 4.2A d3 - distance between piers at mating line shall not exceed 4 ft. Based on loads given in Table 4.2A d4 - Transverse tags require 3 perimeter piers under each side, as shown. Use Table 4.2A. NOTE: Perimeter piers not required under openings as shown in Figure 4.2. 4.1.2 Pier Loads The load that each pier must carry depends on factors such as the dimensions of the home, the roof live load, the spacing of the piers, and the way the piers are used to support the home. See Tables 4.1A & B, and 4.2A& B for minimum required pier capacities. Maximum eaves for these charts are 16 inches for sections 14 ft. wide or less, and 12 inches for wider sections. 4.1.3 Pier Design • Type & configuration (Figure 4.5). Page 10 C. EDGAR BRYAN? ��r�s�l�fl�1 A� 4� i1492�c}% °�Ftiha'. Hca 810Nfit D Single Blocks_ (MAX. LOAD 8,000 LBS) T 36" max. A. CHAPTER 4 FOUNDATIONS FIGURE 4.5: TYPICAL TYPES OF PIERS Double Interlocked Block 12)PAIRS OF SHIMS (MAX. LOAD 16,000 shims —wood blockin _-- pier caps concrete pier footing I ....................... Install at right angles to the supported I-beam. Horizontal offsets shall not exceed 1/2 inch top to bottom. Mortar is not normally required. Mating Line Block Perimeter Block Every layer shall be at right angles to the previous one. Piers over 36 inches high must be spaced not more than 8 feet on center. Mortar will not normally be required. Up to 25 percent of the piers may be more than 36 inches high but no pier may be more than 80 inches high. Construct all piers that will be over 36 inches high, and all comer piers that will be over three blocks high, out of double interlocked concrete blocks. Every layer shall be at right angles to the previous one. Mortar will not normally be required. Piers over 36 inches high must be spaced not more than 8 feet on center. Load bearing (not decorative) concrete blocks shall have nominal dimensions of at least 8"x 8"x 16" and shall be ASTM C-90 Grade N, minimum. They must be stacked with hollow cells aligned vertically. HARDWOOD SHIMS: Use 4 -inch x 6 -inch hardwood shims to level the home and fill any gaps between the base of the top of the pier cap. Always use shims in pairs and drive them in tightly so they occupy no more than 1 Inch of vertical space WOOD BLOCKS: Same width and length as cap, may be used to fill space between cap & shims. CAPS: Caps may be of solid masonry or wood. all caps shall be of the same length and width as the piers they rest upon. Avoid plywood, as It may lead to unwanted settling or movement. Manufactured & Labeled Metal or Concrete Devices Recessed Perimeter Piers Frame FLOOR JOIST --- BEAM Z/— —\ I 10" max. 1'6" PIER max. .L Manufactured piers shall be listed and labeled for the required load capacity. Minimum base is nom. 12". Adjustable risers shall not extend more than 3 inches or beyond the limits specified by the pier manufacturer, whichever is less, when finally positioned. Recessed perimeter piers to be located no more than 48" on center and 10" from the edge of the floor. Beams are (2) SPF #3 2x6x24, to be placed on the adjusting screw and shall bear under at least (2) floor joists. Maximum pier load is 2,500 lbs. t4j;� !`OF T i#� * t , *4 t.tttttttt C. EpGAR BRYANT t 009096t0 4 •�714924 N AIL Page I I NINE, 0 Mm� TOP OF.' footing I ....................... Install at right angles to the supported I-beam. Horizontal offsets shall not exceed 1/2 inch top to bottom. Mortar is not normally required. Mating Line Block Perimeter Block Every layer shall be at right angles to the previous one. Piers over 36 inches high must be spaced not more than 8 feet on center. Mortar will not normally be required. Up to 25 percent of the piers may be more than 36 inches high but no pier may be more than 80 inches high. Construct all piers that will be over 36 inches high, and all comer piers that will be over three blocks high, out of double interlocked concrete blocks. Every layer shall be at right angles to the previous one. Mortar will not normally be required. Piers over 36 inches high must be spaced not more than 8 feet on center. Load bearing (not decorative) concrete blocks shall have nominal dimensions of at least 8"x 8"x 16" and shall be ASTM C-90 Grade N, minimum. They must be stacked with hollow cells aligned vertically. HARDWOOD SHIMS: Use 4 -inch x 6 -inch hardwood shims to level the home and fill any gaps between the base of the top of the pier cap. Always use shims in pairs and drive them in tightly so they occupy no more than 1 Inch of vertical space WOOD BLOCKS: Same width and length as cap, may be used to fill space between cap & shims. CAPS: Caps may be of solid masonry or wood. all caps shall be of the same length and width as the piers they rest upon. Avoid plywood, as It may lead to unwanted settling or movement. Manufactured & Labeled Metal or Concrete Devices Recessed Perimeter Piers Frame FLOOR JOIST --- BEAM Z/— —\ I 10" max. 1'6" PIER max. .L Manufactured piers shall be listed and labeled for the required load capacity. Minimum base is nom. 12". Adjustable risers shall not extend more than 3 inches or beyond the limits specified by the pier manufacturer, whichever is less, when finally positioned. Recessed perimeter piers to be located no more than 48" on center and 10" from the edge of the floor. Beams are (2) SPF #3 2x6x24, to be placed on the adjusting screw and shall bear under at least (2) floor joists. Maximum pier load is 2,500 lbs. t4j;� !`OF T i#� * t , *4 t.tttttttt C. EpGAR BRYANT t 009096t0 4 •�714924 N AIL Page I I CHAPTER 4 FOUNDATIONS A minimum clearance of 12 inches shall be maintained beneath the lowest member of the frame in the area of utility connections. No more than 25 percent of the frame shall be less than 12 inches above the ground and no part of the frame shall be in contact with the ground. Wood floor joists, including perimeter joists, shall be a minimum of 6 inches above the ground. Additionally, sufficient clearance shall be maintained to allow interconnection of multi -section units and for proper installation of ground anchors. NOTICE If clearance under the home is less than 24", service provided through the manufacturer's limited warranty for components normally accessible from the underside, including but not limited to plumbing, electrical, and structural issues, may require that means of access to the components be provided at the homeowner's expense. When more than 25 percent of the required support piers will be over 36 inches high, or any pier will be more than 80 inches high, or any other criteria or combination of parameters of the installation are not specifically addressed by this manual, the foundation and stabilizing devices shall be designed by a qualified registered professional engineer and the installation shall be acceptable to the authority having jurisdiction. 4.2 FOOTINGS 4.2.1 Concrete FIGURE 4.6A Footings shall consist of pre -cast or poured -in- place concrete pads, slabs or ribbons at least 4 inches thick with a 28 -day compressive strength of at least 3,000 psi. Footings shall be no smaller than that specified in Table 4.3 for the applicable load or the pier base, whichever is greater, and the effective load area of concrete footings shall not extend beyond the pier base by more than the thickness of the footing. When used in conjunction with anchoring systems, slabs and ribbons shall be designed by a qualified registered professional engineer with knowledge of the anchorage requirements of Section 5.4, and shall be acceptable to the authority having jurisdiction. • Pressure -treated wood (Fig. 4.6A). • Pressure -treated plywood (Fig. 4.613). 4.2.2 ABS Plastic Pads Using the ABS footing pad manufacturer's instructions, select ABS footing pads that are rated for the soil condition and applied pier loading. Install the footing pad according to the pad manufacturer's instructions. All footing pads must be on either undisturbed soil or compacted fill, with all vegetation removed, and footing pads must be below the frost line or otherwise protected from the effects of ground frost heave. 4.2.3 Other Materials Other materials may be used when approved by local authorities if they provide equal load bearing capacity and resistance to decay. QUANTITY & SIZE CAPACITY QUANTITY & SIZE CAPACITY 1 EACH 2X12X24 1875 LBS 6 EACH 2X6X16 1/2 1890 LBS 1 EACH 2X12X30 2344 LBS ,r 4 EACH 2X10X18 2375 LBS 8 EACH 2X6X22 3360 LBS 3 EACH 2X12XX24 3750 LBS <Q Typical pier foot print. Any approved pier and footer may be used. 2x pressure -treated wood planks having 0.60 retention in accordance with AWPA C22 Standard, with the long dimensions of the second layer placed perpendicular to that of the first. Cut edges shall be painted or retreated. Tack wood layers to hold in place. Soil Capacity is 1000 PSF. Page 12 e4r?*.OFTj'_ k * i* �G EDGAR gxtYA i • -off ,p�71492�p ► s��on�t A'fj CHAPTER 4 FOUNDATIONS FIGURE 4.613 PLYWOOD PIER/PAD SIZE' Minimum Plywood Maximum Pier Plywood Pad Thickness, Inches 3 Load, Pounds Size, Inches 2 Metal Concrete For 1000 PSF Stands Blocks Soil 16x16 '/2 1 1780 16xl9.2 5/8 11/8 2130 24x24 1 1/8 1 '/4 4000 1- Plywood beneath manufactured home piers must be pressure preservative treated. Pressure preservative treatment provides protection against decay, development of mold growth, and common insect infestation. Plywood shall be certified as complying with the treating, drying retention, and penetration requirements of AWPB-FDN standards. Alternatively, plywood may be pressure treated in accordance with American Wood Preservators Association (AWPA) standard no. C-9 with salt preservatives as required for soil contact exposure. Plywood grade recommended for all pads is PSI. 2- Face grain may be either direction relative to the pad or pier thickness. 3- Plywood thickness is for a metal stand with an 11-1/2 inch square base, or a concrete block with an 8x16 inch base. Thickness of one inch or more may be fabricated from two layers of plywood, stacked with or without fastening. 4.2.4 Proper Size Proper sizing of footings depends upon the load - carrying capacity of both the piers and the soil. The useful or "Effective Area" of concrete footings may not exceed the base of the pier in any direction by more than the thickness of the footing. Determine the pier loads from Table 4.1A & B or 4.2A & B and select an adequately sized footing from Table 4.3. EXAMPLE 28x60 ft home, with 12 ft. recessed entry (porch), 6 ft. sliding glass door, a rear hinged home -type door, and 18 ft. opening in marriage wall, 10 in. I -beams, located in an area with a 30 psf roof load. Pier type: concrete block. Soil capacity = 2000 psf. Poured E 60 ft T\ 6 ft S.9.d. 28 ft- E 18ft-> .- 12 ft ► concrete footings, 4" thick. Frame Piers From Table 4.1A, maximum 9' spacing, piers must be capable of carrying 6700 lbs. Sidewall & Mating Wall Piers From Table 4.1B, piers on either side of 6' sliding glass door must be designed for 1,650 lb. Load; • piers under 12' porch posts must be designed for 2,500 lbs; • piers under 18' mating wall opening designed for 2 x 3,300 = 6,600 lbs. Miscellaneous Support Stabilizer support under hinge of rear home -type door. Footing Size Frame Minimum area required: 6700 lb/2000 psf = 3.35 sq. ft. Effective area available, based on pier size & thickness of footing = (16 x 24)/144 = 2.66 sq. ft. Page 13 4" thick concrete footing 8x16 concrete block 14" I 16" 14 , 24" 16" Of C. EDGAR SRYAW •s•••�••r�•• 71492�o�r ' li �1 CHAPTER 4 FOUNDATIONS Maximum pier load allowed is 2.66 sq. ft. x 2000 psf = 5,300 lbs. Therefore, need to reduce spacing to 6 ft, based on Table 4.1A or increase footing size to 20" x 28" and thickness to 6". The effective footing size would then be 20"x28" or 3.88 sq.ft. at 2000psf=7,760lbs. which would allow for a 9 ft. spacing. Sidewall Openings Minimum area required: 2500 lb./2000 psf = 1.25sq ft. Mating Wall Opening Minimum area required: 6,600 lb./2000 psf = 3.3 sq ft. Effective area available is 2.6 sq. ft.; Therefore need to increase Effective Area by increasing pier base size or footing size. Using double interlocked block increases Effective Area to 4 sq. ft. double interlocked 8x16 concrete blocks 24x24 thick concn footirn I4" I 16" I4" 24 24" BACKFILL GRAVEL OR GF SAND, 6" 1 FROST LIN DEPTH 4.2.5 Placement In Freezing Climates • Conventional Footings (Figure 4.7). When accepted by the local authority having jurisdiction, a "floating slab system" may be used above the frost line. The design must accommodate the anchorage requirements. 4.3 OTHER FOUNDATIONS Check local building codes and regulations when placing the home on a basement, crawl space or load-bearing perimeter foundation. Do not allow an open porch to be installed over a basement or other enclosed space. A qualified registered professional engineer's design may be required. In some instances, the manufacturing facility may provide foundation designs that meet many local codes. Design guidelines may also be found in reference publications such as those listed at the end of this chapter. 4.4 SPECIAL CONSIDERATIONS 4.4.1 Flood -Prone Areas If the home is intended to be located in a river or coastal flood -prone area, assess the level of hazard, and consider any building or insurance restrictions. FIGURE 4.7 Page 14 FOOTINGS FOR FROST AREAS TO PRECLUDE THE HARMFUL EFFECTS OF GROUND FROST HEAVE, FOOTINGS MUST BE AT OR BELOW THE FROST LINE OR OTHERWISE PROTECTED FROM THE EFFECTS OF GROUND FROST HEAVE. CONSULT LOCAL AUTHORITIES TO DETERMINE THE DEPTH OF THE FROST LINE. CHAPTER 4 FOUNDATIONS The local Federal Emergency Management Administration (FEMA) is a primary source of information. Consult a qualified registered professional engineer to make sure that the foundation design and construction conform to applicable federal, state and local codes and regulations. Special regulations or flood insurance provisions may apply, which may include unique elevation and anchoring techniques. The FEMA publication listed at the end of this chapter contains design and construction recommendations. 4.4.2 Severe Wind Areas Do not place the home in a wind zone more severe than the one identified on the data plate. These installation instructions are not designed for sites within 1,500 feet of the coastline in Wind Zone II and Wind Zone III. 4.4.3 Special Snow Load Homes designed for and located in heavy snowfall areas or subject to other extreme loading conditions may require special piers or footings. If the plans for these piers and footings are not provided with the home, a qualified registered professional engineer must design them to be acceptable by the local authority having jurisdiction. Extreme snow loads often require a separate specific design for the snow load. TABLE 4.1A: MINIMUM PIER LOADS FRAME BLOCKING ONLY When Perimeter Support is Not Required Except at Openings Nominal Floor Width Roof Live Load, PSF Minimum Pier Capacity, lbs. Maximum Pier Spacing, ft. 4 6 8 9 10 11 12 20 2,30000 15,200 a 5,700 a 6,300 30 2,60000 15,800 a 6,500 a 7,100 b 40 2,90000 16,500 a 7,2 0 b 7.900 b 14 20 2,70000 6,000 a 6,600 b 7 300 b 30 3,00000 6,700 a 7,500 8,200 b 40 3.300 5,0090 00 a 7 400 a 8 300 b 9 100 b 16 20 2 900 4 400 5 800 6 500 a 7,300 b 8,000 b 30 3,300 4,900 6 500 a 7,300 b 8,200 b 9,000 b 40 3,600 5A00 7.200 a 8,100 b 9,000 b 9,900 b 18 20 3,300 4,900 16,500 a 7,400 b 8,200 b 9,000 b 30 3,700 1 5,500 17,300 a 8,200 b 9,200 b 10,100 b (a) - Minimum 10 inch High Main Frame I -Beam (b) - Minimum 12 inch High Main Frame I -Beam - IF CONDITIONS CANNOT BE FOUND IN THIS TABLE, USE TABLES 4.2A & B. * I C, EDGAR gRYANT 71492�c�rww Cip��yC�gT��► Page 15 CHAPTER 4 FOUNDATIONS TABLE 4.111: MINIMUM PIER LOADS, LBS SIDE WALL & MATING WALL OPENINGS (per section) For Frame Blocking Only, Perimeter Support Not Required Except At Openings Nominal Floor Width Roof Live Load, PSF Minimum Pier Capacity, lbs. Opening Width, ft. 5 10 15 20 25 30 35 12 20 5501 100 1 650 2 200 2 700 3,250 3,800 30 750 1,4501 2,200, 2 900 _36-50- 4-3-50- -511-0-0- 40 900 L8001 2.700, 3,65 4,550 5,450 6,350 14 20 600 1,2501 1,850 2,500 ,100, -3,70-0- 4,350 30 .3 850 1,6501 2,500 3,300 1 4,150 4,950 5,800 40 1,050 2,050 3.100 4,150 5.150 6,200 7,200 16 20 650 1 300 1,950 2 650 3 300 -3,950 416-0-0- 30 90T 1,750 2,650' 3,500 4,400 5,250 6,150 40 1 1,100 2.200 3-300 1 4,400 5,450 6.550 7,650 180 2 P30 750 1 450 2 200 2,950, 3,650 4 400 5 100 1,000 1 950 2 950 1 3,9001 4.900 5,850 1 6,850 -For single piers supporting both mating walls, double the load shown. -For piers supporting two adjacent openings, the capacity shall be the sum of the capacities from each opening. ps, OF TEfi C. MGM 6RYAW 71492 NAL n� Page 16 CHAPTER 4 FOUNDATIONS TABLE 4.2A: MINIMUM PIER LOADS FRAME PL US PERIMETER BLOCKING Both Frame and Perimeter Blocking Required For sin le Piers su ortin both sides of a mate line foundation loads must be doubled. Nominal Floor Width Roof Live Load, PSF 4 5 Minimum Pier Capacity, lbs. Maximum Pier Spacing, ft. 6 7 8 10 12 12 Frame 20-120 1,300 1,600 2,000 2,300 2,600 3,300 3,900 Perimeter 20 1,000 1,200 1,500 1,700 2,000 - - 30 1 300 1-16-0-0- 1-19-0-0- 2-12-0-0- 2 600 - - 40 1,600 2,000 2 400 2 700 3,100 60 2,100 2,700 3,200 3,800 4,300 80 2,700 3,400 4,100 4,800 5,500 - - 100 3,300 4,100 5,000 5,800 - - - 120 3,900 4,900 5,800 - - - - 5V) 14' Frame 20-120 1,500 1,900 2,300 2,700 3,000 3,800 4,600 c � \ � Perimeter - 20 1,100 1,400 1,700 2,000 2 300 - - 30 1,500 1,800 2,200 2,600 2,900 - - 40 1,800 2,200 2,700 3,100 3,600 60 2 400 3,100 3 700 4,300 4,900 80 3,100 3,900 4 700 5,400 6,200 - - 100. 3,800 4,700 5 700 - _ 120 4,40 - - - 16 Frame 20-80 1,700 2,100 2.600 3,000 3,400 4,300 5,100 Perimeter 20 1,20 . 0 1 500 1,800 2,100 2,400 - - 30 1 600 1,900 2,300 00 3 100 ±3,3 40 1,900 2,400 2,90000 3,800 60 2,600 3,300 3,900 4,600 5,200 - - 80 3,300 4,100 5,000 5,800 - - - 18 Frame 20-40 1,900 2,400 2,900 3,400 3,900 4,800 5,800 Perimeter 20 1,300 1,700 2,000 2,400 2 700 30 1,700 2,200 2,600 3,0010 -31-50-0- 40 2,100 2,700 13,200 3,700 4,300 - - - Perimeter support recommended for gypsum board tape and texture homes. - Perimeter/Mate Line support spacing & loading may not exceed 8 feet. ,�t.0 F t . V� •••• C. EDGAR BRYANT • 71492 oft �S�OMA1.�6 A Page 17 CHAPTER 4 FOUNDATIONS TABLE 4.213: MINIMUM PIER LOADS, LBS SIDEWALL & MATING WALL OPENINGS (per section) - Both Frame & Perimeter Blocking Required For single piers supporting both mating walls, double the load shown. Nominal Floor W idth Roof Live Load, PSF 5 Minimum Pier Capacity - Lbs. Mating Wall Opening - Feet 10 15 20 25 30 35 SQUARE INCHES 20 1,400 2,000 2,500 3,000 1 3,600 4,100 4,700 12 30 1,900 2,600 3,300 4,100 4,800 5,500 6,200 40 2,400 3,300 4,200 5,100 6,000 6,900 7,800 60 3,300 4,600 5,800 7,100 - - - 80 4,200 5,900 7,500 - - - - 100 5,200 7,200 - - - - 3,000 120 6,100 216 144 128 14 20 1,600 2,200 2,800 3,500 4,100 4,700 5,300 30 2 100 3 000 3,800 4,600 5,400 6,300 7,100 40 2,700 3,700 4,700 5,800 6,800 7,800 360 60 3 800 5 200 6 600 180 80 4,800 6,700 - 864 100 5,900 - 432 288 120 7,000 1,008 672 504 336 20 1 700 2 400 3,000 3,700 4,300 5 000 5,600 16 30 2 300 3 200 4,000 4,900 5 800 6,700 7 500 40 2,800 3,900 5,000 6,100 7,200 324 60 4,000 5,500 7,000 - - - - 80 1 720 18 20 1900 2 600 3 400 4 100 4 800 5,600 6,300 30 2 500 3 500 4 500 5,500 1 6 400 7,400 - 40 3 200 4,400 1 5,600 6,800 1 8,000 1,728 -For piers supporting two adjacent openings, use the sum of the capacities from each span. TABLE 4.3: MI S IMUM FOOTING SIZE IN . ARE INCHES PIER LOADS, LBS. _5PILt.CAP 1000: CITY IN POUNDS PER SQUARE FOOT 1500 1 2000 1 3000 4000 EQUIVALENT DIAMETER (D) 128 SQUARE INCHES 1,000 144 128 128 128 128 1,500 216 144 128 128 128 2,000 288 192 144 128 128 3,000 432 288 216 144 128 4,000 576 384 288 192 144 5,000 720 480 360 240 180 6,000 864 576 432 288 216 7,000 1,008 672 504 336 252 8,000 1,152 768 576 384 288 9,000 1,296 864 648 432 324 10,000 1,440 960 720 480 360 11,000 1,584 1,056 792 528 396 12,000 1,728 1,152 864 576 432 13,000 1,872 1,248 936 624 468 14,000 2,016 1,344 1,008 672 504 15,000 2,160 1,440 1,080 720 540 Page 18 r y' J�Tyiir C. EDGAR ISRIArt,, 41 orF�. hrsYsa�.f � 0 FOOTING SIXE GUIDE AREA (INCHES) TYPICAL SIZE (BxL) EQUIVALENT DIAMETER (D) 128 8x16 18 144 x16- - 18 256 16x16 18 384 16x24 24 400 20x20 24 576 24x24 28 720 2400 32 900 3000„ 34 1080 3006 ' 38 1296 3606 42 1728 36x48 48 2304 48x48 56 CHAPTER 4 FOUNDATIONS 4.5 REFERENCE DOCUMENTS The following reference documents are identified for informational purposes only. ANSI/NCSBCS A225.1-1994: ANSI/ASCE 7-88: FEMA 85: HUD Handbook 4930.3 (1989): All -Weather Wood Foundation Systems Manual: Frost -Free Shallow Foundation Design Guidelines: Building Foundation Design Guidebook: Manufactured Home Installation Guide by Porter, George Manufactured Home Installations IBTS, 505 Huntmar ParkDr., Herndon, VA 20170 Minimum Design Loads for Buildings and other Structures, ASCE, 345 East 47" St., New York, NY 10017-2398 Manufactured Home Installation in Flood Hazard Areas, FEMA, Washington, DC 20472 (202) 646-2708, September 1985. Permanent Foundations Guide for Manufactured Housing, HUD, 415 7`" St., SW Washington, DC 20410 National Forest Products Association, 1619 Massachusetts Ave., NW Washington, DC 20036, June 1976 Energy Design Update, March 1988 Document No. DE 88013350, National Technical Information Service, 528 Port Royal Road, Springfield, VA22161 Manufactured Housing Institute, 2101 Wilson Boulevard, Suite 610 Arlington, VA. 22201-3062 Guide to Foundation and Support for Manufactured Manufactured Housing Research Alliance Homes 2109 Broadway, Suite 203, New York, NY. 10023 CHAPTER 5 INSTALLATION PROCESS 5.1 PRE -INSTALLATION PROCEDURES After moving the home to the site location, make sure the following items are completed before installation: ❑ The home is designed for the proper geographic zone: wind, snow, thermal (Chapter 3). ❑ The site is properly prepared (Chapter 3). ❑ All footings are properly located and constructed (Chapter 4). ❑ Utilities are installed or available. ❑ Any trenching, for crossover drain lines or for wheels that will be left in place, is complete. ❑ Items that could be difficult to install after the home is sited (such as anchors and ground moisture retarders) are in their proper locations. Page 19 WARNING! Homes weigh several tons and can fall off jacks during installation. FAILURE TO USE SUPPORT BLOCKING MAY RESULT IN SERIOUS INJURY OR DEATH. Never allow anyone under the home unless appropriate blocking is in place, which will safely support the weight of the home. 5.2 POSITIONING THE HOME ❑ Place the support piers close to where they will be used and move the home or first section of the home into the desired location. ❑ Remove the close-up material (plastic wrap) from areas in which sections will be joined, including the roof cavity. Failure to do so could effect the C 9 A CHAPTER 5 INSTALLATION PROCESS FIGURE 5.1 ventilation characteristics of the home and result in moisture damage. Drive flush or remove all protruding nails or staples or other objects that could hold the sections apart along the mating surfaces. If the home has a hinged roof, refer to Section 6.1 or addendum before mating sections together. Locate piers at the ridge beam support columns of the blocked section so they will support both sections. Raise, block and level the section as described in Section 5.3. Before the final positioning of the subsequent mating sections, make sure that mating line gaskets are installed according to Figure 5.1. • Material used for this purpose shall not be placed in a position where it could restrict the air ducts of the heating system, or supply or return air ducts that might cross at the floor line or through the ridge beam. If there is an internal crossover duct, make certain that a connection seal is in place prior to joining the two sections. Position and align subsequent mating sections near the first section. Move the home section over to meet the previously installed section using a properly functioning rolling and jacking system in accordance with the system manufacturer's operational instructions. Page 20 31 Sealer Gasket Take care that the inner beam is slightly higher than the outer beam so there is no opportunity for the roof sections to touch before the floor when the home sections meet. ❑ Raise the second section the same way as the first section. 5.3 RAISING, BLOCKING AND LEVELING ❑ Locate 12 -ton jacks in front of and behind the axle assembly and at least every 20 feet along the remainder of the I-beam, and directly under the vertical web of the I-beam. To prevent tipping or settling, use a firm, stable wooden support under jacks. ❑ Jack only on the main chassis I-beam. Do not jack on the seam of a twin I-beam. Use a large 3/8 -inch thick steel plate, C -channel or other equivalent plate between the main chassis I-beam and the jack head to distribute the load (Figure 5.2). Use jacks only for raising and lowering the home. Do not rely on the jacks td support the home. • It is very important that safety support timbers are installed under the home to support its weight (Figure 5.2), and that they follow the CHAPTER 5 INSTALLATION PROCESS home up as it becomes higher off the ground. Only one side should be jacked at a time so that the other side is always supported and stable. Build the support blocking roughly level under one side of the home and use them to support the home while you raise the other side. Be especially aware of external forces such as the potential for a sudden gust of wind or failure of a jack, and be sure the safety supports will hold if needed. For added safety, the tires should always remain on the home until after it is placed on the piers. ❑ Uniformly raise the home to an inch or two above the level you want to set your piers. Take care not to cause the home to lean too much to one side with the jacks; never jack one beam more than 6 -inches above the other. The home shall also be in very nearly a level position end to end as the lifting process proceeds. ❑ Design and locate piers as required by Chapter 4. Adjust all pier heights using a transit, water level (Figure 5.3) or other acceptable leveling procedure. Since the level will be setting the tops of the piers at the point you wish the bottom of the main beam to be, any special bracing (e.g. flat iron on bottom of I-beam) must be compensated for by lowering the appropriate piers exactly the thickness of that bracing and the shims & caps. ❑ Lower the home onto the piers. Lower one side of the home on to the pre -leveled piers and repeat the procedure on the other beam. Lower the outside beam first and then the inner beam, while using several come -a -longs to tighten secondary sections of the home to the set section. FRAMESAVER JACK WITH STAND ❑ Check the soundness of all piers and adjust as required to assure the normal operation of all windows and doors. If any difficulties are found with their operation, check that area with the level. If the home is found to be level and properly supported then adjust the window or door to the home. ❑ Remove the safety supports. 5.4 INTERCONNECTION OF MULTI -SECTION HOMES ❑ After the sections have been positioned together, aligned, and leveled, install the lag screws to connect the floors as shown in Figure 5.4. If the home has through -the -floor -crossover air ducts, make sure the spacing of the lags avoids the duct area. Gaps between floors, roofs and column supports, up to 1-1/2 inches maximum, may be closed with lumber or plywood shims fitted for the total length of the gap. When shims are used increase fastener length by 1.5 times the thickness of the shims. • To avoid splitting the rails, pilot holes shall be drilled. Do not use the lag screws to pull the home sections together. When one side of the section is lower than the other, use a jack to raise the side rail of the low side. Once the sections are even, lag the side rails together. Continue to check, level, and fasten the sections together for the length of the home. FIGURE 5.2 BLOCKING IS RECOMMENDED BEHIND THE AXLE AREA AND AT THE HITCH END OF THE UNIT, AS SHOWN. Page 21 TYPICAL BLOCKING Use 4x6 Timbers 5 Foot Long Stack as Shown CHAPTER 5 INSTALLATION PROCESS • Any holes cut in the bottom covering must be repaired (Chapter 9.) ❑ Align the ceiling and the end walls of the sections with each other on the inside of the home. ❑ If the sections are not in proper alignment, they may be adjusted (racked) by raising (jacking) the two opposite corners of the home. This will cause the ceiling on the opposite side to move forward. When the end walls become flush, fasten them together at the front and back end of the home with I6d nails, or equivalent, spaced at a maximum of 18 inch on center. Once the end walls are secured, make sure the roofs are aligned and the ceilings line up. If they are still off, rack the section a little more to bring the roofs and ceilings into alignment. FIGURE 5.3 HOW TO USE A WATER LEVEL One configuration of a water level consists of 100 feet of 3/8 inch clear plastic tubing with a shut-off valve at one end and the other end connected near the bottom of a container that is filled with colored water and has a removable cap(e.g. cork). The water in the tubing will always be level with the water in the container if the shut-off valve is open, air bubbles have been removed and the cap is removed. Position the container so that the valve end of the tubing can reach anywhere under the home. Put blocks under the container so the water level in the tubing is at the height wanted for the bottom of the I-beam when in it's final position. Prepare the "water level" for use. Remove the cap and raise the shut-off valve above the container. Open the valve and set the water level in the tubing to the predetermined height. Close the valve so the tubing can be moved without losing any of the liquid. With the valve end of the tubing, check both the front and rear of the home to determine if either has to be raised to allow the piers to be set. Raise the home as needed. At each pier location, secure the end of the tube above the bottom of the I-beam and open the valve. Adjust the height of the pier by adding or removing approved materials until the top of the pier is level with the water line in the tube. Close the valve so the end of the tubing can be moved to the next pier location. Repeat the procedure until all the piers are leveled. WATER LEVEL Page 22 CHAPTER 5 INSTALLATION PROCESS FIGURE 5.4 MULTI—SECTION FLOOR JOINT SILL SEALER TO PREVENT AIR INFILTRATION SIDE RAILS FLOOR JOIST FLOOR JOIST\ \"45-± 3/8 x 4" OR LAG SCREWS BOTTOM 32" O. C. STAGGERED 5/16" X 4" LAG SCREWS 24" O. C. STAGGERED FIGURE 5.6 FIGURE 5.5 FLUSH HEADS WITH ROOF SHEATHING 45 degree RIDGE CAP SHINGLES plus/minus �— UNDERLAYMENT ROOF SHEATHING— x 3/8 x 5" LAG SCREWS 32" O.C. STAGGERED OR 5/16" X 5" LAG SCREWS 24" O.C. STAGGERED 2X OR FIBERGLASS INSULATION OR RIDGE BEAM EQUIVALENT TO PREVENT AIR INFILTRATION FIGURE 5.7 #8 X 3" SCREWS OR EQUIVALENT FASTENERS AT 18" O.C. — TYPICAL m Page 23 CEILING PANEL CHAPTER 5 INSTALLATION PROCESS 010 x5' WOOD SCREWS TOE SCREWED 12' O.C. ALONG 'S' UNIT DORMER \ — 12' DECKING 45 DEG DRIP EDGE / NOTES FOR TAG SECTION: 'E' U IT SHEATHE JR X 2 SPACER MAIN UNIT, INSTALL FOOTINGS AND PIERS AT THE I -BEAMS AND PERIMETER FIRE BL AS SHOWN FOR THE APPROPRIATE WIDTH DOUBLE WIDE HALF. MULTI -SECTION 7/16' DECKING CENTER BEAM SUPPORT LOCATIONS ARE MARKED ON THE BOTTOM OF THE #e x d' TOE SFOR ONI SITE TAG ON OS DEGRCONNECTION THE WIDTH OF THE THIRD SECTION AS THE DISTANCE TO THE NEXT SUPPORT. DORM R AT 12.0.C.•B"UNITREFEFIGUR 2. B. THE EAVE OF THE DORMER IS TO BE SCREWED DOWN THROUGH THE 1-1/2' MAX. EDGE FRAMING MEMBER UNDER THE SHINGLE, INTO THE TOP CHORD OF THE TAG TRUSS WITH A #10 z 5-1/2' SCREW AT 12' O.C. A 12" LONG 2X SECTION AT MODULE C CONNECTION FIGURE 5.8 CONNECTION OF TAG TRIPLES IN -PLANT VALLEYWFIELO 15# FELT •S' TO FINISH VALLEY. PLACE 35" WIDE 500 MIN. ROLLED ROOFING 5' MIN. UNDER C" UNIT IN -PLANT VALLEY FLASHING TO END OF EAVE. OVERLAP 150 FELT 5" MIN. OVER 500 ROLLED ROOFING. THEN REPLACE SHINGLES THAT WERE REMOVED. OF DECKING C' UNIT uNIAPP AFTER ALL UNITS HAVE BEEN SET, REMOVE CUT SHINGLES FROM BOTH 'B• AND "C" UNITS, APPLY ROOF CEMENT, ROLL OUT 12" MIN. WIDE 150 FELT, THEN REPLACE SHINGLES THAT WERE REMOVED. DETAIL ROOF CONNECTION (ON SITE) #10 x 5-112' SCREW 12' O.C. SHINGL DRIP EDGE / NOTES FOR TAG SECTION: 1. WITH THE THIRD SECTION OF THE TRIPLE WIDE POSITIONED NEXT TO THE 1-112' Ax X 2 SPACER MAIN UNIT, INSTALL FOOTINGS AND PIERS AT THE I -BEAMS AND PERIMETER STEP FLASHING AS SHOWN FOR THE APPROPRIATE WIDTH DOUBLE WIDE HALF. MULTI -SECTION 7/16' DECKING CENTER BEAM SUPPORT LOCATIONS ARE MARKED ON THE BOTTOM OF THE SHINGLE HOME. PIER CAPACRY FOR THESE LOCATIONS CAN BE FROM TABLE 4.213 USING TAG THE WIDTH OF THE THIRD SECTION AS THE DISTANCE TO THE NEXT SUPPORT. DORM R 2. B. THE EAVE OF THE DORMER IS TO BE SCREWED DOWN THROUGH THE 1-1/2' MAX. EDGE FRAMING MEMBER UNDER THE SHINGLE, INTO THE TOP CHORD OF THE TAG TRUSS WITH A #10 z 5-1/2' SCREW AT 12' O.C. A 12" LONG 2X SPACER IS TO BE TIGHTLY FIT BETWEEN THE DORMER AND THE TAG DECK OPT. UNDER EAVE ROOF CONNECTION AND THE SCREW IS TO PASS THROUGH THE CENTER OF THE SPACER (AS SHOWN). SEE NOTE x. b. BEND THE VERTICAL FLANGES OF THE STEP FLASHING UP AND FASTEN AT THE TOP TO THE DORMER FRAMING. THE FASCIA TRIM IS TO BE TAG SECTION MULTI -SECTION (TAG TRIPLE WIDE) SLID UNDER THE METAL DRIP EDGE AND SECURED. 3. IF THE TAG IS DESIGNED FOR WIND ZONES 11 OR III, A SEPARATE SET-UP ADDENDUM IS REQUIRED. ❑ Look for low points by carefully inspecting the ceiling or by using a straight edge. Start in the front and work to the back of the home. To raise a low portion, use a hydraulic jack and a padded tee underneath the low point (Figure 5.5). Carefully raise the jack until the adjoining ceiling sections are flush. Then, fasten the two ridge beams together on the outside of the home. ❑ Secure adjoining roof sections together by installing lag screws at a 45 -degree angle so they penetrate both ridge beams (Figure 5.6). Install the lag screws from alternate sides. ❑ Remember that the fasteners are used to secure the sections together and must NOT be used as a way to pull the roofs together. ❑ Check inside the home along the centerline for a label that identifies any support column Page 24 requiring special attachment. If found, fasten support columns to the structure of the other section as shown in Figure 5.7. ❑ After completing the leveling of the home, check the door and window operation. Minor adjustment of the shims at some piers may be needed to improve the operation of a door or window. • Special connection details are shown in Figures 5.8 and 5.9 for Triple -Wide homes. OF *g •�i�"MI C- EDGAR BRYANT 71492 S�4RAI. 0 1,1, CHAPTER 5 INSTALLATION PROCESS 5.5 CLOSURE 5.5.1 Exterior Roofs Composition shingle roofs: cover the joint between roof sections with a piece of 8 inch wide roofing felt or underlayment, stapled to the underlying roof decking with 16 ga. x 1 inch x 1 inch staples spaced a maximum of 6 inches apart. Use 36 inch x 12 -inch shingles cut into three sections for the ridge cap. Start from the end that is opposite the direction of the prevailing wind. Overlap each ridge shingle per manufacturers instructions and secure with four 16 ga. x 1 inch x 1 -inch staples or roofing nails (Figure 5.6). Also see Figures 5.8 and 5.9. Metal roofs: use an 8 inch wide galvanized metal cap to cover the joint. Apply sealant tape under edge of cap. Secure the cap down each side with 1 inch sheet metal screws installed at 4 inches on center. The screws used to attach the cap must go through the underlying sealant tape. After the installation, the screws used in a metal roof application shall be covered with a roof sealant (Figure 5.10). FIGURE 5.9 CONNECTION OF FULL TRIPLES Separate set-up addendum is required if home is designed for wind zones II and III, or offset more than 4' in wind zone I. Other roofing materials may be used in accordance with their manufacturer's installation instructions. 5.5.2 Interior Closure All the materials necessary to trim out the interior of the home are shipped with each home and can be easily identified by matching the moldings or paneling with the materials installed by the manufacturer (Figure 5.11). 5.5.3 Exterior Trim Homes manufactured with wood or vinyl siding are described in Figure 5.12. The closure material is shipped with each home and can be identified by matching it with the front and rear of the home. Remove any polyethylene material from the end walls and install the siding with the provided fasteners, using the nailing pattern given in Figure 5.12. Install the matching bottom trim in the front and rear with the nails provided. F CEMENT '6"UNIT ®AFTER ALL UNITS HAVE BEEN SET. 'A' and'C" —APPLY ROOF CEMENT, ROLL OUT 30' MIN UNIT WIDE 15# FELT, THEN INSTALL SHINGLES (LAP ROOF UNDERLAYMENT 6' MIN.) DETAIL SHINGLES ION SITE) 01"_�I WM 1��'17�7��1�1'� FRAME OR FRAME PLUS PERIMETER BLOCKING SEE SUPPORT TABLE 16' MIN STRIP OF APA ROOF SHEATHING ATTACHED IN FIELD AFTER HOME IS LAGGED TOGETHER WITH 15 GA. STAPLES AT 6" O.C. 3/5z5'LAG SCREWS AT 32' O.C. NB '4' TOE SCREWS ON 45 DEGREE ANGLE AT 12' O.C. AT ENDWALLS. "A" and "C" UNIT "B" UNIT 315'. 4' LAG SICREWS ON 45 DEGREE ANGLE AT 32" __\ O.C. STAGGERED SECTION ' MODULE CONNECTION Page 25 oC *EDGAR IBRYAwr .o 71492 �ONf R4� p'tj CHAPTER 5 INSTALLATION PROCESS FIGURE 5.10 METAL ROOF JOINT GALVANIZED METAL RIDGE CAP METAL SCREW -1 SEALANT TAPE BACKING METAL ROOF TYPICAL RIDGE BEAM 5/16" X 5" LAG SCREWS 24" O.C. STAGGERED FIGURE 5.11 INTERIOR TRIM WALL MOULDING DETAIL A (TOP VIEW) ,�- MOULOING OR PANELING • Match and install the gable trim material • All cracks, seams and openings must be sealed with caulking to prevent entry of moisture. All exposed raw edges of trim and siding must be painted, sealed or treated to provide moisture and weather tightness. 5.5.4. Metal Siding Install the bottom starter with the fasteners provided, and then install the siding by snapping the pieces into the S -Locks. Secure with the screws provided. Attach the roof closure metal to the front and rear roof. Before installing moldings, fill all gaps in the exterior walls with fiberglass insulation or caulking. Then, staple or nail the moldings in place. Color - coordinated putty (not supplied by the manufacturer) may be used to cover staple and nail holes. 5.5.5 Utility Crossovers INTERIOR ;10.URL'DING Water, drainage, gas, electricity, and telephone PANELING utility crossovers. Correct procedures are outlined in Chapter 8. TION MOULDING MOULDING OR PANELING EXTERIOR SIDIN WALL MOULDING DETAIL A (SIDE VIEW) SIDE 2 SIDE 1 ATTIC ATTIC CEILING CEILING BEAM SIDE 2 ATTIC CEILING \ CEILING BEAM, COVE OR PANEL STRIP SIDE 1 ATTIC CEILING BEAM Page 26 CHAPTER 5 INSTALLATION PROCESS FIGURE 5.12 EXTERIOR CLOSURE — WOOD OR HARDBOARD SIDING EXTERIOR CLOSURE — LAP SIDING OABLB TM SOFFfC C"LE cAurx Tm _ u WOOD OR HARDBOARD SIDR40 CAUIR BOTTOM Tm - palm SIDE VIEW FRONT OR REAR VIEW NOTES: 1. WOOD ORWOOD PRODUCT SIDING SHALL HAVE ALL JOINTS LOCATED ON FRAMING MEMBERS. USE THE CORROSION RESISTANT NAILS SHIPPED WITH THE HOME AND INSTALL THEM PER THE INSTRUCTION OF THE SIDING MANUFACTURER ALSO SHIPPED WITH THE HOME. 2. VINYL LAP SIDING SHALL BE ATTACHED TO THE SHEATHING WITH A CORROSION RESISTANT FASTENER WITH MAY BE A 1 112" SIDING NAIL OR A 16 GA. X 7/16" CROWN X 1 1/4" LONG STAPLE. ALL SIDING SHALL BE ATTACHED LOOSE TO ALLOW FOR EXPANSION AND CONTRACTION AND THE FASTENER SHALL BE IN THE CENTER OF THE SLOT EXCEPT THE TOP FASTENER TO HANG VERTICAL ACCESSORIES. ALLOW 1/2" BETWEEN ACCESSORY BUTT JOINTS AND A MINIMUM OF 1" ON THE LAP JOINTS. 3. MINIMUM FASTENING SPACING SHALL BE: A. WIND ZONE I: HORIZONTAL LAP: 16" ON CENTER SHEET SIDING: EDGES 6" ON CENTER AND FIELD 12" ON CENTER. B. WIND ZONE II AND III: ALL SIDING SHALL BE FASTENED 6" ON CENTER. Page 27 STARTER STRIP W �RJG drARM"MP SIDE VIEW CHAPTER 5 INSTALLATION PROCESS Therefore, diagonal frame straps must be located to 5.6 ANCHORING INSTRUCTIONS coincide with the factory installed vertical straps or hrarlkPtc The home must be anchored to the ground in order to resist overturning and lateral movement (sliding) caused by wind. The ground anchoring described in this section is one acceptable method of anchoring the home to the ground. See Section 5.6.5 for other acceptable methods. Unless otherwise noted, all anchoring instructions are for homes with a roof pitch that does not exceed 20 degrees (4.3 inches rise for every 12 inches in run). 5.6.1 Locate the Ground Straps Anchors are required within 2 feet of each end wall. Add additional anchors using Table 5.1 to identify the proper spacing between tie -down straps. Measurements for the specific location of the ground anchors must be taken directly from the home unless an anchor plan is provided. [The Manufactured Housing Research Alliance (MHRA) chart "Maximum Anchor Spacing Selector", dated 3/1/00, may be used as an alternate to Table 5.1 provided the anchor selection and installation is in full compliance with all requirements on that chart.] In Wind Zones Il and III, a vertical sidewall strap is required at each diagonal frame strap. Instructions for Using Table 5.1 5.6.2 Types of Ground Anchors & Straps Ground anchors for all Wind Zones must have a stabilizer plate at the top of the anchor unless the ground anchor manufacturer's instructions do not require them for a particular installation of their model. In the latter case, conform to the manufacturer's instructions provided that the required holding capacity is produced. Instead of a stabilizing plate, ground anchors may be installed vertically with an adequate concrete cylindrical "collar" poured around the anchor shaft. Ground anchors for Wind Zone I may have a single head. Ground anchors for Wind Zone II and III must have double heads. Straps must be minimum 1 t/4" x 0.035 " zinc coated (0.30 oz per sq. ft.) steel strapping conforming to ASTM D3953, Type 1, Grade 1, Finish B with a minimum working load capacity of 3150 lbs. and a minimum ultimate load capacity of 4725 lbs. Slit or cut edges of zinc -coated strapping do not need to be zinc coated. This Table is used to find the horizontal spacing between ground anchors, on the long sides of the home. To determine the appropriate Anchor Spacing, in feet, do the following: 2 3. 4. Identify the following: a.) Section Width (W), in feet (nominal) (does not include projections or overhangs.) On multi - section units with varying Section Widths, use the narrowest section; b.) Main I-beam Spacing (WFR), is distance between I -beams, in inches; c.) Pier Height (Hp), in inches, is the distance to the bottom of the I-beam from grade. Use the tallest pier in determining the Pier Height; d.) the Wind Zone for the home site. (A map of the three Wind Zones is on the Data Plate provided with the home.) In the table, find the group of rows associated with the home's Section Width (W), and then find the subgroup of rows for the correct I -Beam Spacing (WFR)• Select the row which identifies the max. Pier Height (Hp). Select the column for the appropriate Wind Zone and Sidewall Height (floor to ceiling measurement, in inches.). The intersection of the selected row and column provides the maximum appropriate Anchor Spacing, in feet. All the spacings given in Table 5.1 are based on straps connected to the Near Beam (DETAIL A, FIGURE 5.13). Homes in Wind Zones II and III may be anchored with straps to the Far Beam at the spacings specified in the Table 5.1 footnotes. Page 28 CHAPTER 5 INSTALLATION PROCESS T A Ri V G 1 • X4— Tiannwn Cnarina lPnr MaYimnm Cldewall Height- (In.1 W WFR H, 84 Wind Zone I: Diagonal Ties Only to Near Beam 90 1 96 102 108 114 120 84 Wind Zone 11: Diagonal & Vertical Ties to Near Beam' 90 96 102 108 Wind Zone III: Diagonal & Vertical Ties to Near Beam' 84 90 96 12 80 20 12'4" 11'-6" 10'-10" 10'-3" 9'-8" 9'-3" 8'-9" 5'11" 5'4" 5'-4" 5'-4" 5'-4" 4'-0" 4'-0" 4'-0" 40 8'-10" 8'-4" T-10" T-5" 7-0" 6'-8" 6'4" FAR FAR FAR FAR FAR 4'-0" FAR FAR 60 6'-9" 6'�4" 6'-0" 5'-8" 5'-4" 5'-1" 4'-10" FAR FAR FAR FAR FAR FAR FAR FAR 80 5'-5" 5'-1" 4'-10" 4'-6" 4'-3" 4'-1" 4'-4" FAR FAR FAR FAR FAR FAR FAR FAR 99.5 20 9'-3". 8'-8" 8'-2" T-8" T-4" 6'-11" 6'-7" FAR FAR FAR FAR FAR 4'-0" 4'-0" FAR 40 6'-2" 5'-10" 5'-5" 5'-2" 4'-11" 4'-8" 4'-5" FAR FAR FAR FAR FAR FAR FAR FAR 60 4'-7" 4'�" 4'-1" "� a ; , ^ y x< FAR FAR FAR FAR FAR FAR FAR FAR 80 20 14'-1" 13'-3" 12'-5" 11'-9" 11'-2" 10'-7" 10'-1" 5'-4" 5'-4" 5'11" 5'4" 5'4" 4'-0" 4'-0" 4'-0" 40 10'-10" 10'-2" 9'-7" 9'-0" 8'-7" 8'-1" 7-9" 5'-4" 54" 5'-4" FAR FAR 4'-0" 4'-0" 4'-0" 60 8'-6" 8'-0" T-6" T-1" 6'-9" 6'-5" 6'-1" FAR FAR FAR FAR FAR 4'-0" FAR FAR 80 7-0" 6'-6" 6'-2" 5'-10" 5'-6" 5'-3" 4'-10" FAR FAR FAR FAR FAR FAR FAR FAR 14 99.5 20 12'-1" 11'-4" 10'-8" 10'-1" 9'-7" 9'-1" 8'-7" 5'-4" 54" 5'-4" 5'-4" FAR 4'-0" 4'-0" 4'-0" 40 8'-8" 8'-1" 7-8" T-3" 6'-10" 6'-6" 6'-2" FAR FAR FAR FAR FAR 4'-0" FAR FAR 60 6'-7" 6'-2" 5'-10" 5'-6" 5'-3" 4'-1 l" 4'-9" FAR FAR FAR FAR FAR FAR FAR FAR 80 5'-4" 5'-0" 4'-8" 4'-5" 4'-2" 4'-0" -; .7 FAR FAR FAR FAR FAR FAR FAR FAR 80 20 15'-0" 14'-7" 13'-8" 12'-11" 11'-5" 10'-3" 10'-0" 5'-4" 5'-4" 5'-4" 5'11" 5'-4" 4'-0" 4'-0" 4'-0" 40 12'-8" 11,_10" 11'_2" 10'_7' 10'-0" 9'-6" 9'-0" 514" 5'-4" 5'4" 5'-4" 5'4" 4'-0" 4'-0" T-0" 60 10'-4" 9'-8" 9'-2" 8'-8" 8'-2" 7-9" 74' 5'-4" 5'-4" FAR FAR FAR T-0" 4'-0" 4'-0" 80 8'-8" 8'-1" 7-7" 7-2" 6'-10" 6'-6" 64" FAR FAR FAR FAR FAR 4'-0" FAR FAR 16 99.5 20 14'-4" 13'-5" 12'-8" 1l' -I1" 11'-4" 10'-9" 10'-5" 5'-4" 5'4" 5'-4" 5'-4" 5'-4" 4'-0" 4'-0" 4'-0" 40 11'-1" 10'14" 9'-9" 9'-3" 8'-9" 8'11" 8'-2" 5'-4" 5'4" 5'-4" 5'-4" FAR T-0" 4'-0" 4'-0" 60 8'-9" 8'-3" 7-9" T1}" 6'-11" 6'-7" 6'-5" FAR FAR FAR FAR FAR 4'-0" FAR FAR 80 T-2" 6'-9" 6'14" 6'-0" 5'-8" Y-5" 5'-1" FAR FAR FAR FAR FAR FAR FAR FAR 18 80-99.5 20 40 60 80 15'-0" 13'-1" ]0'-10" 9'-1" 14'-10" 12'-3" 10'-2" 8'-6" 14'-0" I1'-7" 9'-7" 8'-0" 13'-2" 12'-6" 11'-I1" 10'-11" 10'14' 9'-10" 9'-0" 8'-7" 8'-1" T 7" T-2" 6'-10"' r ' =-a,; . t ' 5'-4" 5'-4" 5'4" FAR 5'-4" 5 4" 5'-4" FAR 5-4" 5'-4" 5'4" FAR 5'-4" 5'-4" FAR FAR 5'-4" 5'-4" FAR FAR 4'-0" 4'-0" 4'-0" FAR 4'-0" 4'-0" FAR 4'-0" 4'-0" FAR W = Nominal Section Width (ft.), per Section. See Figure 5.13. WFR = Frame Width (in.). See Figure 5.13. Hp = Max. Pier Height, (in.). See Figure 5.13. 1 - Configurations showing "FAR" must have straps moved to the far beam at a maximum spacing of 5'4" for Wind Zone 11 and 4'-0" for Wind Zone III, as shown in Figure 5.13. NOTE: The Anchor Spacings are determined based on the angle the strap makes with respect to the ground (DETAIL A, FIGURE 5.13) which is based on the Pier Height (HP), The Section Width (W), the I -Beam Spacing (WFR), and the assumption that the ground anchor is inset towards the frame no more than 6" from the perimeter of the home. The angle may not be exceeded (the Pier Height increased or the horizontal distance between the anchor and the I- beam decreased) without causing the design load on the strap to exceed its capacity. Other designs that result in the same strap angle(Pier Height and Horizontal Distance between anchor and I-beam changed proportionately) may be used at the same spacings given in the Table. Page 29 OF �` *' •.wwwwwww�w'Sw C. * " EDGAR BRYANT w •wwwwwwww�w• •op ,_,71492�of S�aN�� oma' /i 11 CHAPTER 5 INSTALLATION PROCESS Anchors and anchoring equipment shall be certified by a professional engineer, architect or a 5.6.4 End Straps A t t' laborato as to their nationally recognize es mg ry resistance, based on the maximum angle of diagonal tie or and/or vertical tie loading, in accordance with ASTM Standard Specification D3953. 5.6.3 Anchor Installation The home should be set on its piers and be level, with sections fastened together, before ground straps are installed. • Install ground anchors vertically with stabilizers as shown in Figure 5.13. All ground anchors shall be embedded below the frost line and be at least 12 inches above the water table. • Connect the straps to the ground anchor heads and the home as instructed by the anchor manufacturer and to prevent structural damage to the home. • Install diagonal straps from the anchor to either the near or far chassis I-beam as indicated by Table 5.1. • For Wind Zone II and III, connect anchors to the vertical factory -installed straps or brackets at the sidewalls of the home. Vertical ground straps must be fastened to anchors capable of resisting the total tension of both straps. Protect straps where they pass over sharp corners (Figure 5.13). • Tighten straps to remove slack. After all straps are installed and the slack is removed, lightly tension the straps to assure that the ground anchor shaft is in full contact with the stabilizer. Alternate tightening on opposite sides of the home to avoid moving the home. Periodic inspection of the straps is important; it may be necessary to retighten the straps from time to time. CAUTION: During re - leveling, do not jack the home against tight straps. Each end of the home is required to be strapped longitudinally to resist wind forces on the end wall (Figure 5.14). Use swivel brackets (available from anchor equipment manufacturers), where necessary, to prevent angular stress on the straps. Wind Zone III homes wider than 42 feet are not included in this design. 5.6.5 Other Acceptable Systems The piers and ground anchors described in this manual is a common method to stabilize the home. Other systems are acceptable when allowed by the authority having jurisdiction, when installed in accordance with the system manufacturer's instructions, and when certified by a qualified registered professional engineer. Such systems may include but are not limited to: • Vector Dynamics Foundation System by Tie Down Engineering, Inc., Atlanta, GA • OTI Steel Foundation by Oliver Technologies, Inc. • Minute Man EZ Anchor Adjustable Support Tube System, by Minute Man Anchors, Inc. • Rigid Foundation Anchoring System by JM Products, Inc. • W. Byrd Cast -In -Place Ground Anchor and Stabilizer System. 5.7 SPECIAL CONSIDERATIONS 5.7.1 Elevated Homes Homes with high piers (Figure 5.2) may require straps connected to the "Far Beam" as shown in Figure 5.13. Deviations from these guidelines shall be reviewed by a qualified registered engineer and approved by the local authority having jurisdiction over such matters. 5.7.2 Severe Climatic Conditions Page 30 • (Also see Section 4.4.) CHAPTER 5 INSTALLATION PROCESS FIGURE 5.13 TIE -DOWN DETAILS -TYPICAL Single Wide Section Width W See detail A Multi -W id F ram a Width I--- W it ----I T Sidewall Heig1ht ALTERNATE VERTICAL TIE CONNECTOR Radius Clip Radius Clip Section of Ground Strap 3' Section of Ground Strap Bent and Placed Around Bent end Laeed Through Flange of l -Beam Before Slot in Vertical Gro. nd Groud Strap Is Installed. Connector Before Ground Strap is Installed. Radius Clip For Protection Where Strap Passses Over Sharp Corners. Crimp Seal 1 1,2 ! 1 5.7.3 Freezing Climates Be sure anchor augers are installed below the frost line. 5.7.4 Severe Wind Zones The home shall not be installed in any zone that requires greater wind -resisting capabilities than those for which it was designed (see Data Plate). 5.7.5 Flood -Prone Areas The manufacturer does not recommend setting homes in flood -prone areas and will not be responsible for damage if the home is installed in a flood -prone area. Unconventional anchorage and tie - downs and special elevated foundations may be required in flood -prone areas. Consult a registered professional engineer. 5.8 SKIRTING Page 31 Skirting, if used, shall be of durable materials suitable for exterior exposures. Skirting made from wood or wood products, including all wood siding, shall be pressure treated to prevent decay and termite infestations if it will be used within 6 inches of the ground. Skirting shall be recessed under the siding or trim and must not be attached in a manner that could cause water to be trapped between the siding or trim and the skirting. riEtlF Tfi� �C EDGAR 6RYANT~ • , 714920, «. p �i r1 CHAPTER 5 INSTALLATION PROCESS A minimum of one square foot of net free ventilation area for every 150 square feet of the home's floor area shall be provided for the crawl space. [Note: Typically net free area is about 70% of the gross area of a vent.] Ventilation openings shall be placed at or near each corner of the home and as high as practical. Openings shall be located to provide cross -ventilation on at least two opposite sides. Where an acceptable ground vapor retarder is installed (Chapter 3), lot is properly graded, and one ventilation opening is within 3 feet of each corner of the home, the total area of ventilation openings may be reduced to one square foot for every 1500 square feet of the home's floor area. Access opening(s) not less than 18 inches in any dimension and not less than three square feet in area shall be provided and shall be located so that any water supply and sewer drain connections located under the home are accessible for inspections. Dryer vents, air-conditioning condensation drains, and combustion air inlets must pass through the skirting to the outside. FIGURE 5.14 LONGITUDINAL STRAPS DETAIL A WIND ZONE I (RESTRICTED TO HOMES WITH CORNER PIER HEIGHTS UP TO 36 INCHES). INSTALL END DIAGONAL FRAME STRAP AT APPROXIMATELY 45' (SINGLE - AND 45 Degrees MULTI -SECTIONS). \ typical strap spacing 45 Degrees I TOP VIEW SINGLE SECTION HOMES LESS THAN 18 FT. WIDE 24" typ. 24" typ. 4-4 MULTI -SECTION HOMES LESS THAN 32 FT. WIDE )NAL DIAGONAL FRAME i AT INSIDE BEAMS DETAIL B WIND ZONE II AND III (ALSO APPLICABLE TO WIND ZONE I HOMES THAT ARE WIDER THAN OR INSTALLED HIGHER THAN THE RESTRICTIONS OF OF THE WIND ZONE 1 DESIGN.) GROUND ANCHOR Degrees GROUND LINE m FLOOR STRUCTUREI END FRAME / MEMBER GROUND ANCH Degrees GROUND LINE -TWO STRAPS, EACH SECTION. -WIND ZONE 111 HOMES WITH SIDEWALLS GREATER THAN 84 INCHES REQUIRE MIN. 3 STRAPS, EACH SECTION WITH ANCHORS AT LEAST 4, APART. WIND ZONE III HOMES MAY NOT EXCEED 96 INCHES SIDEWALLS. of&OF T' f C. EDGAR BRYAW • � ♦iw��rrwiR�� s�QNA1. D Page 32 CHAPTER 6 OPTIONAL FEATURES 6.1 HINGED ROOFS If the home has an optional hinged roof or eaves, see Figure 6.1A & B for wind zone I and 4.3:12 roof pitch maximum. Alternate designs shall be described in an installation addendum. Some hinged roof homes have fuel fired heating appliances located under the hinged portion of the roof, which require installation and inspection at the site prior to occupancy. WARNING! Fuel fired heating appliance vents that pass through the hinged roof must be completed and professionally inspected at the site prior to energizing the appliance or occupying the home. FAILURE TO COMPLY WITH THIS SAFETY PRECAUTION MAY RESULT IN SERIOUS INJURY OR DEATH. Venting systems must be installed in conformance with the appliance manufacturer's instructions and any special instructions supplied with the home. 6.2 GARDEN AND BAY WINDOWS If the home was supplied with an optional garden or bay window, follow the window manufacturer's installation instructions. KNEEWALL MAY BE STORED KA[bL HUUF INTO POSITION 4. INSTALL AT EACH END OF ROOF A 1X4 DIAGONAL WIND BRACE WITH 2-8d NAILS AT EACH UP -RIGHT. 3/8 EXTERIOR SHEATHING MAY BE USED IN PLACE OF THE 1X4 DIAGONAL WIND BRACE. 6.3 INSTALLATION OF ON-SITE ATTACHED STRUCTURES Any structures, devices, accessories, etc. added by others are not the responsibility of the home manufacturer. Design all attached buildings and structures to support all of their own dead, live and wind loads, and to have fire separation as required by state or local ordinances. 6.3.1 Garages and Carports A garage or carport must be supported independently of the factory -built portion of the home and to all applicable local codes. Electrical circuits in garages shall be provided with ground fault interruption. 6.3.2 Awnings Choose freestanding products with columns to support their weight. Where snow loads do not exceed 10 pounds per square foot, 12 foot wide maximum awnings with a one pound per square foot dead load may be attached directly to the home in accordance with local jurisdictional authority. 6.3.3 Porches Site -constructed porches must be self supporting and must be constructed and inspected according to the applicable local building codes. FIGURE 6.1 A HINGED ROOF TOP CHORD TOP RAIL 0 dNAILS AT KNEEWALL CH INTERSECTIO BEAM RAIL KING POST BEAM (WHERE REOUIRED OR 2X4 RAIL). 5. TOP CHORD AND KING POST SHALL ALINE WITHIN 11/2' OF KNEEWALL UPRIGHTS. Page 33 2. INSTALL KNEEWALL FASTEN KNEEWALL TO KING POST AND TOP CHORD WITH 2-10 UAILS AT EACH INTERSECTION. 3. FASTEN END OF UPLIFT STRAP TO BEAM OR BEAM RAIL WITH 8-18 GA. X 7/18' X 11/2' STAPLES OR 5-8 d(0.099 dia.) NAILS. -STAPLES CHAPTER 6 OPTIONAL FEATURES FIGURE 6.1B 1. CAREFULLY LIFT (JACK) COMPLETE HINGED ROOF HINGED ROOF SETUP PROCEDURE UP TO FULL UP-RIGHT POSITION, THEN SWING DOWN END VERTICAL DETAIL B AND SCAB AS SHOWN IN DETAIL B. WHEN ALL VERTICALS ARE DETAIL A DETAIL C SCABBED, REMOVE JACKS. 2- ATTACH ROOF SHEATHING TO 2x4 BLOCKS AS SHOWN IN DETAIL A AND ADD THE CROSS MISSING I OR 2 ROWS OF SECTION END VIEW SHINGLES PER MANUFACTURER'S SPECIFICATIONS. 3- INSTALL CORNER BRACES AS SHOWN IN DETAIL D. DETAIL A DETAIL B 4- INSTALL END WALL FILL WEDGES AS SHOWN IN ROOF SHEATHING SHINGLE AND DETAIL C AND SHEATH TO STAPLED TO 2x4 BLOCK WOOD ROOF -TOP RAIL MATCH END OF HOME. WITH 15 GA. STAPLES AT 2x4 6"O.C. 5- FROM THIS POINT ON, THE BLOCK CONNECTION ARE THE - SAME AS A TYPICAL DOUBLE SECTION. 6- FURNACE/FIREPLACE/ HINGE WOOD BURNING STOVE PLATE AND WATER HEATER ;FIELD CE VENT STACKS MUST BE SIZED (FOR LENGTH) AND INSTALLED PER MANUFACTURER INSTALLATION 12" 20 SPF ATTACHED TO ONE SIDE INSTRUCTIONS INCLUDED OF TRUSS WITH (5) 7/16"x2-1/2"x15GA. IN HOME. STAPLES STAGGERED EACH END (OR EQUAL) 7- PLUMBING VENT PIPES MUST EXTEND THROUGH THE ROOF. DETAIL C WEDGE ATTACHED TO TRUSS TOP CHORD AND WEB WITH 7/16"x2-1/2"x15GA STAPLES AT 6" O.C. DETAIL D END TRUSS Page 34 ATTACH AT BOTH ENDS Ur tAt;n rtHLr A ix -3 MIN. DIAGONAL BRACE FROM TOP END OF TRUSS AT APPROX. 45 DEGREES. KEEP TRUSSES UPRIGHT. FASTEN 10 TO EACH TRUSS VERTICAL WITH (2) 7/16"xl-3/4"xl6GA. STAPLES. CHAPTER 6 OPTIONAL FEATURES 6.3.4 Steps, Stairways and Landings Steps, stairways and landings must be constructed and inspected according to the applicable local building codes. 6.4 ACCESSORY WINDOWS Install accessory windows or components with the installation materials supplied, and follow the manufacturer's installation instructions. 6.5 MISCELLANEOUS LIGHTS AND FIXTURES Some exterior lights, ceiling fans and chain -hung fixtures may not yet be installed when the home is delivered. All of these fixtures must be grounded by a fixture -grounding screw or wire. For chain -hung fixtures, use both methods. When fixtures are mounted on combustible surfaces such as hardboard, install a noncombustible ring to completely cover the combustible surface exposed between the fixture canopy and the wiring outlet box. If siding has not been installed at an exterior fixture location, remove the outlet box and install the exterior siding with a hole for the outlet box. Then, reinstall the outlet box and proceed as for other fixtures. 6.5.1 Exterior Lights Remove any junction box covers and make wire - FIGURE 6.2A Installation of Exterior Light Fixture Disconnect Circuit Before Installation Junction box Junction box color coded wires Globe Sealed O o // // O Ground connector wire nut Light fixture to -wire connections using wire nuts. Connect the wires as follows: black to black, white to white, and ground to ground. Push the wires into the box and secure the light fixture to ensure a watertight seal to the sidewall. Install the light bulb and attach the globe. Refer to Figure 6.2A. 6.5.2 Ceiling Fans To reduce the risk of injury, install ceiling fans with the lowest edges of the blades at least 76 inches above the floor. Follow the manufacturer's instructions. If no instructions are available, connect the wiring as shown in Figure 6.3. 6.6 OPTIONAL PANELS, SIDING AND MOLDING If the home came equipped with optional panels, siding or molding, refer to any special installation procedures provided with the materials. 6.7 EXTERIOR COVERINGS Install exterior coverings (e.g. stucco, metal, vinyl, plywood, or hardboard exterior siding, etc. and shingled or tiled roofs, etc.) according to the material manufacturer's instructions. Do not cover the HUD label when applying any field exterior covering. FIGURE 6.2B Installation of Chain Hung Fixture or Fan Disconnect Circuit Before Installation Color coded wires Ground wire Page 35 Wire nut Ceiling bi Chaff Ground Ground strap /- Ceiling Mounting screw CHAPTER 6 OPTIONAL FEATURES Note: Applicable to U.L. Listed paddle fan with a swivel type mounting bracket. Supply wire coiled and seared for shipment Ceiling board Notch beam at hole if necessary for wire chase Supply wire inserted in field through side knockout of box Electrical box (see Note #1 above) FIGURE 6.3 Double wide ridge beam 24" center beam - Shipped loose for field installation or fan bezel Hole for box cut through 2x6' (may be cut in plant or in field) Secure box to ridge beam with wood screws (provided.) Secure box to 24' center beam wood saws (provided.) WARNING: TURN OFF ELECTRICITY AT CIRCUIT BREAKER BEFORE INSTALLING TO PREVENT ELECTRICAL SHOCK. 1. Remove the manufacturer's installation instructions and determine the method of fan attachment to the beam. (hanging or flush mount) 2. If the center beam (shipped loose) does not contain a precut hole for the electrical box, cut a hole approximately 114" larger than the box diameter, centered in the width of the beam. Center line of hole shall align with location of supply wire through ceiling. 3. Install the box in the hole and secure flange to the center beam with screws (provided.) 4. Insert the ceiling wire through a knockout hole in the side of the electrical box. It may be necessary to cut a notch in the side of the center beam to allow the supply wire to be inserted in the electrical box without binding against center beam during installation. Leave approximately 4" of wire free in the box. 5. Secure the center beam in place over the center line joint. Be sure that the fan supply wire is not pinched or penetrated with fasteners. 6. Secure electrical box to ridge beam with the wood screws (provided) through the two holes in the top of the box. 7. Strip about 314" of insulation from the white and black conductor ends. 8. Position the non-combustible flash ring (provided) over the electrical box so that the finished surface around the electrical box is not exposed. 9. Follow the manufacturer's installation instructions for mounting the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wire. Be certain that fan is grounded as specified in manufacturer's instructions and that wires are connected properly (white wire to white wire and black wire to black wire). 6.8 TELEPHONE AND CABLE TELEVISION 6.9 CONTINUOUS RIDGE VENT The walls and floors of the manufactured home If provided, install per manufacturer's contain electrical circuits, plumbing and ductwork. installation instructions, or see Figure 6.5. Avoid contact with these systems when drilling through and placing cables within the cavities. Only trained professionals shall perform such work. Figure 6.4 shows one procedure for telephone crossover connection in multi -section homes. Page 36 CHAPTER 6 OPTIONAL FEATURES Phone Cable Crossover for Multi -Section Homes Notes. 1. Connect blue to blue, red to red, yellow to yellow, and green to green. 2. Do not strip the individual wires. 3. Insert the same color wires into the connector, then using channel lock pliers, / press the round portion to make the connection. FIGURE 6.5 Continuous Ridae Vent Fasten ridge rail together with 3/8'x5' lag staggered from section to section for the e (Screws must be located at ridge blocking.) Install screws at 45 degree angle star 3' from the end and 2-1/2' from center of double section. (Flush heads with roof sheathing.) Ridgy Ridge blocking 4 cond. 24 ga. Phone cable Bottom Red Scotch Lock Connector (Typical) Page 37 muga I dil CHAPTER 6 OPTIONAL FEATURES FIGURE 6.5 (cont.) Ridge Vent Installation Instructions Figure 1 Ridge vent may be cut Center each ridge vent section over slot in roof. to any length desired Mark edge of ridge vent on roof on both sides at each end. rrie• Maintain vent dimensions during installation Figure 2 Insert 'connect -or -seal' into and of ridge vent. Model v656 'connect -or -seal' to be used at each and and as many connections as required.", j Figure 3 Roof Sheathing Rafters Apply shingle cap same as std. double section roof connection. Locate ends of ridge vent 1' min. from edge of roof. %` Shingle to Opening �i Gabe to Overhang Figure 4 Nail 2 places on sealed end of ridge vent. Nail Tape Seal loosely until opposite end is sealed or adjoining vent is connected. Do not allow vent to 'spread Locate Vent on open' when nailing in place. Marked Line from Fig. 1 1' Shingle Nail Typ. Figure 5 To make ridge vent connection, insert 'connect -or -seal' approximately halfway into existing ridge vent. Insert by hand 2 nails into top of 'connect -or -seal' to hold in place while an additional section is being added. i For all subsequent connection, repeat instructions. �`� Nailed loosely from Fig. 4. Figure 6 Remove nails from Fig. 5 and butt ridge vent Nail at End of tightly together and seal joint with caulking. Both Ridge Vent Insert final 'connect -or -seal' in remaining . •�/ Sections. open end before nailing down completely with 1' shingle nails. Page 38 CHAPTER 7 APPLIANCES 7.1 HEATING APPLIANCE Not all homes contain a factory -installed heating appliance. Those homes that have been designed to accept a remote forced air -heating appliance must have a remote forced air -heating appliance installed to assure that the home remains in conformance with the HUD "Manufactured Home Construction and Safety Standards." If built to accept a remote forced air heating system, in addition to the foundation and tie -down requirements, the home must have the following installed on site: • The appropriate forced air -heating appliance. • All utility connections to the home. • The connecting distribution ductwork; The cold air return duct must be connected to the factory installed cold air duct connection. • The thermostat for the forced air -heating appliance must contain an operating fan switch. CAUTION: INSTALLATION OF THE EXHAUST SYSTEM MUST BE IN ACCORDANCE WITH THE DRYER MANUFACTURER'S INSTRUCTIONS. EXTERNING 0 SIDIN WASHER DRYER HOOD_�1 _ ____----- -------i/ I L DRYER EXHAUST THROUGH SIDEWALL (FRONT VIEW) 7.2 CLOTHES DRYER VENT The clothes dryer must exhaust outside the exterior of the home or outside any perimeter foundation or skirting installed around it, through a moisture -lint exhaust system, as shown in Figure 7.1. WARNING! Termination of the dryer exhaust underneath the home can cause condensation and moisture damage to the home. Lint and dust accumulation can ignite, causing a fire. A FIRE MAY RESULT IN SERIOUS INJURY OR DEATH. Periodically check for and remove accumulated lint and dust. Install a metal duct after the home is installed on site. Hold the duct in place with metal straps spaced 2 feet on centers secured to the bottom of the floor joists or frame. Vent openings are located in either the wall or the floor. After the duct is installed, seal the openings, inside and outside, with approved duct tape or equivalent. Follow the dryer manufacturer's instructions for installing the exhaust system. Do not let the exhaust system terminate under the home where excess moisture or flammable material can accumulate. FIGURE 7.1 CLOTHES DRYER EXHAUST HOOD TO BE INSTALLED OUTSIDE OF IMPORTANT Page 39 CAUTION: THIS EXHAUST SYSTEM MUST NOT TERMINATE UNDER THE HOME. DRYER EXHAUST THROUGHOUT BOTTOM COVERING (FRONT VTFW) CHAPTER 7 APPLIANCES If the home did not come equipped with a gas dryer connection, remember that installing one requires substantial alteration to the home. Gas supply piping and adequate venting must be provided as specified by the gas dryer manufacturer. Only a trained and experienced person shall install a gas dryer. Cutting major structural elements (such as trusses or floor joists) to allow for a gas dryer installation is not permissible. 7.3 COMFORT COOLING SYSTEMS Only qualified personnel may install any comfort cooling system not provided with the home. Follow the manufacturer's installation instructions and conform to all local codes. 7.3.1 Air Conditioners The air distribution system of this home has been designed for a central air conditioning system, unless otherwise indicated on the home's data plate. Equipment installed must not exceed the rating shown on the home's date plate. The manufacturer does not recommend installing window air conditioning units. The home's electrical distribution panel may contain optional factory -installed circuits for air conditioning. The maximum full load ampere draw for the desired air conditioning unit must not exceed the circuit rating shown. Electrical circuits within the home may not have been sized for the additional load of non - factory -installed air conditioning, and a separate outside electrical supply may have to be provided. Any field -installed wiring beyond the junction box must include a fused disconnect located within sight of the condensing unit. The maximum fuse size is marked on the condenser data plate. Local codes will determine the acceptability of the air conditioning equipment, rating, location of disconnect means, fuse -type branch circuit protection, and connections to the equipment. "A -coil" air conditioning units must be compatible and listed for use with the furnace in the home. Follow the air conditioner manufacturer's installation instructions. If a remote (self-contained) air conditioner (cooling coil and blower are located outside the home, see Figure 7.2) is to be connected to the heating supply duct, • Install an automatic damper between the furnace and the home's air duct system, and another between the remote unit and the home's air duct system. • Secure the duct system leading from the remote unit to the home, and do not allow it to touch the ground. • Insulate ducts with material of thermal resistance (R) not less than 4, and a perm rating of not more than 1 perm. FIGURE 7.2 REMOTE AIR COOLING OR HEATING FLEXIBLE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND DUCT - / AIR COOLING OR HEATING EQUIPMENT SINGLE -SECTION AIR COOLING OR HEATING EQUIPMENT MULTI - SECTION Page 40 CHAPTER 7 APPLIANCES • Connect the duct carrying air to the home to the main duct at a point where there are approximately as many registers forward of the connection as there are to the rear. • Locate the return air duct in the center of the home. • Do not cut or damage floor joists. Return air and supply ducts are sized to fit between the floor joists. • Replace insulation removed during the installation, and seal the bottom covering around the duct connections. • Direct all condensation runoff away from the home by connecting a hose to the equipment runoff outlet or by other means specified by the equipment manufacturer. 7.3.2 Heat Pumps Install heat pumps according to the heat pump manufacturer's instructions. 7.3.3 Evaporative Coolers Install a roof -mounted cooler, with a maximum 500 CFM blower, following the evaporative cooler manufacturer's instructions. In the absence of instructions, proceed as follows: FIGURE 7.3 punted i Box • Using wire nuts, connect the wires from a junction box such as the one shown in Figure 7.3, and replace the cover on the box. Check to be sure that a rigid base has been provided to evenly distribute the cooler's weight over several rafters. • Tightly seal all roof penetrations and the boot connecting the cooler to the roof/ceiling opening to prevent leakage of water into and cool air out of the home. • Connect the cooler to an external water supply and attach an overflow hose to its accumulation pan to route overflow water away from the home. To eliminate potential leaks, route guy wires over the side of the home and attach them to the roof truss edge rails rather than the roof itself. Do not attach guy wires to roof vents, flues or other items protruding from the roof. Seal all fastener penetrations. 7.4 CHIMNEYS AND AIR INLETS Fireplaces, wood stoves and gas water heaters may require on-site installation of combustion air inlets and on-site installation of additional section(s) of approved, listed chimney pipe, spark arrestor and rain cap assembly. Site installations of vents, shall conform with the appliance manufacturer's installation instructions. 7.4.1 Fireplace Chimney Extensions Above the Roof The fireplace chimney shall extend at least three feet above the part of the roof through which it passed and at least two feet above the highest elevation of any part of the home within 10 feet of the chimney. Page 41 If the horizontal distance from the peak of the roof is less than 10 feet, the top of the chimney must be at least 2 feet above the peak of the roof. If the horizontal distance from the chimney edge to the peak of the roof is more than 10 -feet, a chimney height reference point is established on the roof surface 10 feet from the chimney edge. The top of the chimney must be at least 2 feet above this reference point. In all cases, the chimney cannot be less than 3 feet above the roof at the edge of the chimney. CHAPTER 7 APPLIANCES If the site has obstructions within 10 feet of the chimney, the installer may have to provide an additional section of chimney pipe. Refer to figure 7.4. 7.4.2 Assembly and Sealing Sequence Remove the protective materials covering the roof flashing and any foreign material from the installed part of the chimney. All parts required for a typical installation and instructions for their installation are provided with the home. When a fireplace is factory - installed such that the firebox is in one section of a multi - section home and the hearth in the adjacent section, the hearth cannot be factory -installed. Therefore, the hearth must be shipped with the unit and field installed in strict compliance with the fireplace manufacturer's installation instructions. 7.4.3 Combustion Air Duct Inlets Combustion air-intake ducts end just below the bottom covering of the floor. They must be extended to the outside when the home has a basement or crawl space. These added ducts are not supplied, but they may be purchased at the local hardware store. The fireplace manufacturer's instructions for installing combustion air ducts are placed in the fireplace/stove or with the chimney parts. Do not allow the combustion air inlet to drop material from the hearth beneath the home. Locate the inlet damper above the expected snow level. 7.5 RANGE, COOK -TOP AND OVEN VENTING If the home is equipped with a combination range, cook-top/grill or oven that contains its own exhaust system, route the exhaust so that it does not exit under the home. Connect metallic duct between the elbow protruding from the floor and the termination fitting, and support it according to the manufacturer's installation instructions. FIGURE 7.4 WARNING! Chimneys and hearths that are incomplete could cause a fire if they are used prior to completion. A FIRE MAY RESULT IN SERIOUS INJURY OR DEATH. The chimney, combustion air ducts and hearth must be installed before the fireplace is used. Page 42 CHAPTER 8 UTILITIES Utility system connection and testing - Consult the local authority before connecting any utilities. Only qualified installers, familiar with local codes and licensed where required, shall make utility connections and conduct tests. 8.1 WATER SUPPLY 8.1.1 Maximum Supply Pressure The water system for the home was designed for a maximum inlet pressure of 80 pounds per square inch. If the home is located in a water district where the local water supply pressure exceeds 80 pounds per square inch, install a pressure -reducing valve. 8.1.2 Connection Procedures • To supply main — Connect the home's water system to the water source through the inlet located under the home, usually below the water heater compartment. A tag on the side of the home marks its location. • Mandatory Shut-off valve — (Figure 8.1) • Crossovers — Multi -section homes with plumbing in both sections require crossover connections, as shown in Figure 8.2. 8.1.3 Freeze Protection In areas subject to freezing temperatures, protect exposed sections of water supply piping, shut-off valves, pressure reducers, and pipes in a water heater compartments with a non -insulated door. Otherwise, burst pipes and costly damage may result. • Use of heat tape — Heat tape is an electrical heating element designed to protect exposed plumbing from freezing, and is certified by UL, CSA or FMRC for use with manufactured homes. Install heat tape in strict conformance with the tape manufacturer's instructions. FIGURE 8.1 MASTER WATER SHUT-OFF WATER HEATER OVER FLOW PIPE (extend to exterior.) TYPICAL HOSE BIB ADD AT INSTALLATION NOT SUPPLIED BY HOME MANUFACTURER) COPPER OR GALVANIZED PIPE SERVICE CONNECTION (NOT SUPPLIED BY HOME MANUFACTURER) NOTE: THE MAIN SHUT-OFF VALVE IS NOT SUPPLIED BY THE MANUFACTURER. BUT MUST BE INSTALLED ON THE SYSTEM TO COMPLY WITH THE FEDERAL CONSTRUCTION AND SAFETY ---- STANDARDS. Page 43 CHAPTER 8 UTILITIES FIGURE 8.2 MASTER WATER SHUT-OFF as•wowVa FOR RIM JOIST HOLE DIMETLSION SEE FLOOR sEc noN F OF -a sr JOIST SECTION" FILAMINGACCESSCOVER TUBING FOR CROSSOVER MAY BE COILED BETWEEN JOISTS. Option A C OF LINT DCB RIM JOIST CROSSOVER WATER PIPES SUPPORT-. � HOT AND COLD -7 R-11 INSlAAT10N\- BOX ENCLOSEDAROLND CROSSOVER AND FASTENED TO APPR_ CaFUNG FLOOR JOIST. TUBING FOR CROSSOVER MAY BE COILED BETWEEN JOISTS, Opfim C. • Heat tape connection - Connect heat tape to the electrical outlet located next to the water supply inlet. • Freezing protection for unoccupied homes — If the home is to be left unheated in cold weather turn off the water heater, then drain the water lines and then blow clear with compressed air to prevent damage from freezing. WARNING! Improperly designed or installed heat tapes CAN CAUSE A FIRE. Use only heat tapes listed by a nationally recognized testing laboratory for use with manufactured homes, and install them only in accordance with the manufacturer's instructions. 2XRIM JOIST C FLOOR JasT 7X2 BIOG DETAL'A BOTTOM BOARD WA RESISTANTOCIVER Option B DETAL'A ADAPTER BUSHNG MARAE RIM JOIST DC FLOOR JOIST BLOCK SEE OETAL'A' TER FLEX PIPE BOTTOM BOARD Option D • 8.1.4 Testing Even though the water system was tested at the factory, it must be rechecked for leaks at the installation site. Close all water faucets, spigots and toilet -tank float valves, and use one of the following procedures: Page 44 Hydrostatic — Be sure the water heater tank is full of water. Pressurize the system with water at 100 psi, and then isolate it from the pressure source. The system must hold this pressure for at least 15 minutes without any loss. If the pressure falls off, locate and correct any leaks and then retest the system. Pneumatic — CAUTION: If this procedure is used, the hot water tank must be bypassed by hooking its cold inlet and hot outlet lines together. This method will protect the hot water tank from damage and protect those involved in the test from possible injury. This procedure may not be used with CPVC systems. Connect an air pump and pressure gauge to the water inlet and pressurize the system to 100 psi. Isolate the pressure source from the system. The gauge must stand for at least 15 minutes CHAPTER 8 UTILITIES with no drop in pressure. If there is a drop in pressure, locate any leaks by applying soapy water to the connections and looking for bubbles. Correct any leaks indicated by the bubbles, repeating the procedure until all have been eliminated. Reconnect the water heater and the water supply. 8.2 DRAINAGE SYSTEM 8.2.1 Assembly and support If portions of the drainage system were not installed at the factory, all materials and diagrams required to complete it have been shipped as loose items in the home. The completion of the drain, vent and waste systems shall be done by qualified personnel. Assemble shipped -loose drain line according to the following steps in the order shown: Start at the most remote end and work toward the outlet, support the piping with temporary blocking to achieve a slope of at least 1/4 inch fall per foot of run unless otherwise noted on the schematic diagram. Exception: 1/8 -inch fall per foot is allowed when a clean out is installed at the upper end of the run. Pre -assemble the complete system as shown on the diagram without using any solvent cement. Check the following: ❑ Fittings are in proper alignment. ❑ Pipes have been cut square and de -burred. ❑ Piping, when supported, will have proper slope. • Weld the fittings together with solvent cement. The cement used must be compatible with the pipe installed in the home. Follow the manufacturer's instructions on the container and complete the permanent connection of all pipe and fittings, again starting at the most remote fixture. • Connect the main drain line to the site sewer hookup using an approved coupler (Figure 8.3). • Support the drain lines as shown. Hangers may be secured to any frame member, or to the wood floor joists that can be located just above the bottom covering material (Figure 8.4). 8.2.2 Crossovers Connect multi -section home drainage line crossovers that have been plant installed as shown in Figure 8.5. 8.2.3 Protection from Freezing The floor insulation provides freeze protection for fittings in the floor. If this insulation is removed during assembly or testing, replace it. If the home is to be left unheated in cold weather, pour approved antifreeze into P -traps at all fixtures and toilets. Fittings and piping outside the floor insulation may need insulation in cold climates. EXAMPLE OF PIPE AND FIT SUPPLIED BY Page 45 FIGURE 8.3 SUPPORT STRAP AT A MAXIMUM OF 4 FOOT ON CENTER CAP AND CHAIN SEWER HOOK UP NOTE: ARROW SHOWS SLOPE DIRECTION OF FLOW. MIN REQUIRED SLOPE IS 1/4 INCH PER FOOT. FIGURE 8.4 (2) 16d Nails Min. 20 Lumber I I\ I I~ 16d Nails into Floor Joist (2) 16d Nails / into Floor Jast -- (2) Staples or Saews / each Side Drain Pipe / Gely. or Alum. Strip Min 2x3 Lumber 16d Nails / Galy. or Alum. Strip Min. 14 Lumber u (u / Min. 2x3 Lumber (2) 16 Ga - 7/16'x 2' \ (2) Staples each Side Staples each and / GaIv. or Alum. Strip 1' Lumber) or / (2) 16d Neils Drain Pipe CHAPTER 8 UTILITIES FIGURE 8.5 SUPPORT STRAPS AT / FT O.C. MAX. *NOTE G ARROW SHOWS SLOPE LLMIABSOONNECTIDNPIPE DIRECTION OF FLOW. ul ABS COLFLWG MN SLOPE REMO B Vl NCH PER FOOT. IG APPROVED COUPLER FIGURE 8.6 TYPICAL GAS CROSSOVER DETAIL CROSSOVER SAME SIZE AS MAW UNIT PIPE FLOW -- ----CROSSOVER -CROSSOVER SHALL BE LISTED QUICK LISTED FOR EXTERIOR USE DISCONNECT GAS CONNECTORS SUPPLIED REMOVE DUST CAPS BY MANUFACTURER WHERE BEFORE CONNECTING APPLICABLE 8.2.4 Testing Even though the drainage system was tested at the factory, it must be rechecked for leaks at the installation site after all on-site connections have been completed. Plug all fixtures, sinks, showers, and tubs, and fill with water. Release the water in each fixture simultaneously to obtain the maximum possible flow in the drain piping. Check all P -traps and the drain system for possible leaks. Repair any leaks and retest. 8.3 GAS SUPPLY 8.3.1 Type of Gas System Furnished with Home All gas appliances in this home, including the heating system, are equipped for natural gas. If LP gas is to be used as the gas supply instead, a qualified service person must convert the appliances to LP gas following the instructions provided by each appliance manufacturer. 8.3.2 Proper Supply Pressure The gas piping system in the home has been designed for a pressure not to exceed 14 inches of water column (or 112 PSI). If gas from any supply source exceeds, or may exceed this pressure, a pressure -reducing valve must be installed To operate gas appliances safely and efficiently, do not exceed the designed pressure limitations. For natural gas systems, the incoming gas pressure shall remain between 6 inches and 8 inches of water column. For LPG systems, the pressure shall be between 12 inches and 14 inches of water column. 8.3.3 Orifice for Specific Gases Special orifices and regulators are required for each kind of gas and for altitudes above 3,000 feet. See the instructions accompanying each gas -burning appliance for modification instructions. Before making any connections to the site supply, check the inlet orifices of all gas appliances to ensure they are correctly set up for the type of gas to be supplied. 8.3.4 Crossovers Before performing any system tests or connecting the system to the gas supply, install the gas line crossover in multi -section homes as shown in Figure 8.6. All crossovers and fittings must be listed for manufactured housing exterior use and be the same size as the main unit pipe. Do not use tools to connect or remove the quick disconnect. Page 46 WARNING! Improperly connected or modified fuel gas systems can cause fire or explosion. A FIRE OR EXPLOSION MAY RESULT IN SERIOUS INJURY OR DEATH. Qualified personnel must make all connections to and alterations of fuel gas systems, including installation of appliances. CHAPTER 8 UTILITIES 8.3.5 Testing Even though the gas system was tested at the factory, it is essential that it be rechecked for leaks at the site. Do not apply pressures in excess of those specified below, or the gas valves and/or pressure regulators may be damaged. Conduct one of the following two tests when the air and piping temperatures are nearly equal and will remain stable. Piping only test — Close all appliance shut-off valves. Attach a pressure gauge calibrated in ounces to the home's gas inlet. Pressurize the system with air to at least 3 psi (48 oz.). Isolate the pressure source from the system. The gauge must stand for at least 10 minutes with no drop in pressure. If any pressure loss occurs, check all joints in the piping system and at all shut-off valves with soapy water or a bubble solution until the leaks are located. Repair the leaks and retest until the pressure holds. Test of entire system — Close all gas equipment controls and pilot light valves according to the individual gas equipment manufacturer's instructions. Assure that gas shut-off valves for all gas equipment are in the OPEN position. Attach a pressure gauge calibrated in ounces to the home's gas inlet. Pressurize the system with air to at least 6 oz. Check all gas shut-off valves and flex -line connections to valves and appliances for leaks using soapy water or a bubble solution. Do not bubble - check brass fittings with solutions containing ammonia. Repair any leaks found and retest. Close all equipment shut-off valves upon completion of the testing. Repair any leaks found and retest. Close all equipment shut-off valves upon completion of the testing. 8.3.6 Connection Procedures Inspect gas appliance vents to ensure they have been connected to the appliance, and make sure that roof jacks are installed and have not come loose during transit. Have the gas system connected to the gas supply only by an authorized representative of the Gas Company. 8.3.7 Gas Appliance Start-up Procedures One at a time, open each equipment shut-off valve, light pilots and adjust burners according to each appliance manufacturer's instructions. Make sure the water heater is filled with water before lighting its pilot. Check the operation of the furnace and water heater thermostats, and set them to the desired temperatures. 8.4 HEATING OIL SYSTEMS Homes equipped with oil -burning furnaces must have their oil supply tank and piping installed on site. The manufacturer does not supply these items. Consult the oil furnace manufacturer's instructions for proper pipe sizing and installation procedures. All oil storage tank and piping installations must meet all applicable local regulations and shall be made only by experienced, qualified personnel. 8.4.1 Tank Installation Requirements Unless the home is installed in a community with a centralized oil distribution system, an oil storage tank must be installed outside the home. Locate the tank where it is accessible for service and supply, and safe from fire and other hazards. 8.4.2 Vaporizing (gravity -feed) Furnaces Install oil tanks that feed vaporizing -type oil furnaces so that oil flows freely by gravity. To achieve efficient gravity flow, install the tank so that its bottom is at least 8 inches above the level of the furnace's oil control and its top is within 8 feet of the oil control level. 8.4.3 Gun (pump -fed) Furnaces Since the furnace includes a fuel pump, the tank may be installed above or below ground. For tanks installed below ground, do not exceed the lifting capacity of the pump, extend the filler neck 1 foot above grade and provide a 1-1/4 inch diameter minimum vent pipe extending at least 2 feet above grade. 8.4.4 Sloping and Draining Requirements Regardless of the type of oil furnace or the tank location, install the tank to provide a gradual slope toward the fill end or drain plug (if so equipped). This facilitates the pumping or draining of water or sludge. Page 47 CHAPTER 8 UTILITIES 8.4.5 Shut-off Valve and Fuel Line Filter Install an accessible and approved manually operated shut-off valve at the oil tank outlet. Installing a suitable filter in the fuel line near the tank to trap dirt and water is recommended. 8.4.6 Leak Test Procedure Before operating the systems, check for leaks in the tank and supply piping. Fill the tank to capacity with fuel and examine all points in the system for leakage. 8.4.7 Winterizing Fuel oil specifically formulated for winter conditions is required to prevent the oil from jelling at low temperatures. 8.5 HOT WATER BASEBOARD HEAT All crossover connections shall be made with copper sweat fittings, copper unions or other approved metal connections. 8.6 ELECTRICITY A large enough power supply must be available at the site. An inadequate power supply may result in improper operation of and possible damage to motors and appliances. It may also increase the electricity costs. 8.6.1 Description and Rating of Home Wiring The home is designed for connection to an electrical wiring system rated at 120/240 volt AC. The connection to the home panelboard is a 4 -wire feeder cable (unless the home is equipped with a factory -installed service meter base). 8.6.2 Feeder Wire and Junction Box Material and Size The feeder must contain four continuous insulated, color -coded, feeder conductors, one of which shall be an equipment grounding conductor. The current rating in amperes of the home can be found on the tag located on the outside next to the feeder or service entrance, and also on the electrical distribution panel. Using this information, determine the required size from Table 8.1. These sizes are based on an ambient temperature of 86° Fahrenheit and do not take voltage drop into consideration. WARNING! Installation of the electric power to the home can cause exposure to live electrical circuits. The neutral conductor must not be grounded in the distribution panel board. EXPOSURE TO LIVE ELECTRICAL CIRCUITS OR IMPROPER GROUNDING OF THE CONDUCTOR IN THE PANELBOARD MAY RESULT IN SEVERE SHOCK OR POSSIBLE ELECTROCUTION. A qualified installer must make the connections for the electric power. 8.6.3 Grounding The home must be properly grounded to protect the occupants. The only safe and approved method of grounding the home is through an electrical -isolated grounding bar in the manufactured home distribution panelboard which grounds all non -current -carrying metal parts to the electrical system in the home at a single point. The ground conductor of the power supply feeder cable in turn connects the grounding bar to a good electrical ground back through the power supply system (Fig. 8.7). This means that for 120/240 volt service, you must have a 4 -wire power supply feeder cable. Page 48 • Isolate (insulate) the grounded circuit conductor (neutral or white wire) from the grounding conductors (green wires) and from equipment enclosures and other grounded parts. • Isolate (insulate) the neutral circuit terminals in the distribution panel board and in ranges, clothes dryers, and counter -mounted cooking units from the equipment enclosure. CHAPTER 8 UTILITIES FIGURE 8.7 ELECTRICAL FEEDER CONNECTION MAIN PANEL BOX GROUNDTO METAL FRAME GREEN -GROUND BLACK - POWER TO SERVICE BLACK ENTRANCE OR RED - POWER (METER BASE) WHITE - NEUTRAL • Bonding screws, straps or buses in the distribution panel board or in appliances have been removed and discarded at the manufacturing facility. 8.6.4 Unacceptable Methods of Grounding Homes Grounding to a rod, a water pipe, or through the home's hitch caster will not satisfy the important grounding requirement. Never use the neutral conductor of the feeder cable as a ground wire. Do not ground the neutral bar in the electrical distribution panel. TABLE 8.1 8.6.5 Feeder Connections Mast weatherhead feeder — The routing, connection, and support of the service drop must meet local codes. Homes equipped this way contain all necessary conduit to the electrical distribution panel. However, the four feeder conductors (not provided) must be installed on site. If the masthead is located above the roof overhang, allow a minimum clearance of 8 feet above all roof points, which the conductors pass over. There are two exceptions to this rule: (1) The vertical clearance may be reduced to 3 feet if the roof has a minimum slope of 4 in 12; and (2) The vertical clearance may be reduced to 18 inches if no more than 4 feet of service -drop conductors pass above the roof overhang, and if they terminate at a through -the -roof raceway or approved support. A minimum clearance must also be provided from the final grade to the service -drop conductors. This measurement may vary from 10 feet to 18 feet, depending on the types of traffic anticipated below the service drop (refer to the National Electric Code). Unless impractical, locate service heads above the point of attachment of the service - drop conductors and make them rain -tight. If individual conductors do not extend downward, form drip loops. Underside junction box feeder — A conduit from the main panel board to the underside of the home allows for installing an approved junction box or fitting, which must be used. Install properly sized conductors from the main power supply to the panel board. Refer to Table 8.1 for the conductor and junction box requirements. The homeowner or installer must provide the supply connection including Page 49 ELECTRICAL FEEDER AND EQUIPMENT SIZES MAIN MAXIMUM BREAKER MINIMUM SIZES CALCULATED SIZE IN NEUTRAL PANEL JUNCTION CONDUIT POWER NEUTRAL GROUNDING FEEDER BOX BOX DIAMETER RED OR BLACK WHITE GREEN LOAD AMPS INCHES AMPS INCHES COPPER ALUMINUM COPPER ALUMINUM COPPER ALUMINUM COPPER ALUMINUM 100 10x10x4 11/4 11/2 #4 #2 #6 #4 #8 #6 100 150 10x12x4 11/2 2 #1 #2/0 #3 #1 #6 #4 115 200 12x12x4 2 2 #2/0 #4/0 #1 #2/0 #6 #4 115 Page 49 CHAPTER 8 UTILITIES the four feeder conductors, junction box and conduit connectors. Protect conductors emerging from the ground from a minimum of 18" below grade to 8 feet above grade, or to the point of entrance to the home. The distance measured from the top surface of a buried cable, conduit, or raceway to the finished grade must meet the minimum burial requirements outlined in the National Electric Code. Use a moisture -proof bushing at the end of the conduit from which the buried cable emerges. • Grounding of homes with service meter base - When a factory -installed service meter base is provided on the home, a grounding electrode conductor and a ground wire must be installed as detailed in Figure 8.8. 8.6.6 Crossover Connections For multi -section homes, refer to Figure 8.9 for typical crossover wiring connections (located along the centerline between the sections). Crossover locations can be identified by metal junction boxes or access cover panels. Remove these panels and connect the enclosed wires. Some crossover connectors plug together and do not require junction boxes. When the mating section contains a bathroom which requires Ground Fault Circuit Interrupter (GFCI) protection for the receptacle, it is important that the bathroom circuit wiring be connected to the proper GFCI protected circuit in the power supply panel. 8.6.7 Multi -Section Bonding Bonding between sections of a home must be accomplished at set-up by connecting a #8 AWG bare copper wire between the metal frame members using the approved grounding lugs with bolts, star washers and nuts, or self -tapping screws that are shipped with the home (Figure 8.10). 8.6.8 System Test Procedures and Equipment Pre -connection tests — Conduct both of the following tests before any electrical power is supplied to the home: Circuit conductor continuity — Conduct a continuity test by placing all branch circuit breakers and switches controlling individual outlets in the "on" position. The test shall give no evidence of a connection between any of the supply conductors (including the neutral) and the grounding circuit. A flashlight continuity tester may be used. Grounding continuity — Using a continuity tester test non -current -carrying metal parts to assure continuity to ground. The parts to be checked include: FIGURE 8.8 GROUNDING CONDUCTOR INSTALLATION METER BASE NOTE IF THE HOME HAS METER BASE INSTALLED AT THE ACCESS FOR MANUFACTURING FACILITY, A GROUND WIRE AND METER GROUND ELECTRODE MUST BE INSTALLED. PULL BOX a e wo #6 MIN BARE COPPER GROUNDING WIRE - CLAMP SUITABLE FOR DIRECT BURIAL. LOCATE FLUSH WITH OR BELOW GROUND LEVEL. 5/8 INCH MINIMUM DIAMETER SOLID IRON OR 3/4 INCH MINIMUM TRADE SIZE GALVANIZED PIPE ELECTRODE. ELECTRODE SI[ALL BE DRIVEN TO A DEPTH OF NOT LESS y THAN 8 FEET SO THAT AT LEAST 8 FEET OF THE ELECTRODE IS IN CONTACT WITH THE SOIL. WHEN ROCK BOTTOM IS ENCOUNTERED, THE ELECTRODE CAN BE DRIVEN NOT TO EXCEED 45 DEGREES FROM VERTICAL OR BURIED IN A TRENCH THAT IS AT LEAST 2 1/2 FEET DEEP. Page 50 SERVICE ENTRANCE EMT OR CONDUIT FOR UTILITY CONNECTIONS GROUND LEVEL 8'- 0" MINIMUM ELECTRODE LENGTH 1 CHAPTER 8 UTILITIES FIGURE 8.9 CONDUCTORS FROM DISTRIBUTION PANEL BRANCH CIRCUIT CONDUCTORS, WITH BOARD TERIMINATED IN JUNCTION BOX. SUFFICIENT LENGTH FOR CROSSOVER, COILED IN JUNCTION BOX. ESTO I I NSIDE HOMEION BOX - JUNCTION BOX JUNCTION BOX FACTORY INSTALLED WIRE PROTECTORS FLEXIBLE CONDUIT SHIPPED LOOSE FOR FIELD INSTALLATION. IN FLOOR -ALTERNATE CONDUCTORS FROM DISTRIBUTION PANEL BOARD TERMINATED IN JUNCTION BOX. NM CABLE FOR BRANCH CIRCUITS, WITH SUFFICIENT LENGTH � JUNCTION BOX F COILED ABOVE ACCESS PA ERL. CROSSOVER, �-L ACCESS PANELS FASTENED TO FRAMING WITH SCREWS. WORDS "ELEC. ACCESS" PAINTED ON PANELS. STEEL WIRE PROTECTORS SHIPPED LOOSE FOR FIELD INSTALLATION. DADO JOIST FOR NM CABLE. IN FLOOR -ALTERNATE FLOOR DECKING NM CABLE BOTTOM BOARD CONNECTOR Ground c. with scree IN WALL -ALTERNATE THIS HOME MAY BE SHIPPED WITH ONE OR MORE PLUG-IN CONNECTORS. THESE CONNEC- TORS ARE TO BE SNAPPED TOGETHER ON SET-UP. CONNECTORS WILL BE COLOR -CODED AND/OR TAGGED TO PREVENT MIXING OF CIRCUITS. FIGURE 8.10 Frame Members Ground wire shall be #8 AWG bare copper. Page 51 CHAPTER 8 UTILITIES ❑ Appliance enclosures, including fans ❑ Fixture enclosures and canopies ❑ Metal siding and roofs ❑ Metal water supply and gas lines and metal ducts (except foil covered insulated ducts) ❑ The home's frame NOTE 1: On multi -section homes, perform this test only after completing all electrical and bonding connections between the sections. NOTE 2: Grounding is not required on the metal inlet of a plastic water system or on plumbing fixtures such as tubs, faucets, shower risers, and metal sinks when they are connected only to plastic water and drain piping. 8.6.9 Post -Connection Tests Conduct the following tests after turning on the main circuit breaker and each individual circuit breaker. Polarity and grounding of receptacles — With receptacle and lighting circuits energized, check the polarity and grounding of each 120 - volt receptacle and light socket using a polarity tester capable of determining an incorrect wiring configuration. A conversion device may be required to test various fixture bulb sizes and outlet configurations. Investigate any indication of reversed polarity, open grounds or shorts, and correct them. Ground Fault Circuit Interruption (GFCI) — Make certain that all receptacles requiring GFCI protection are in fact on the correct circuit(s). Check each ground fault circuit interrupter device by pushing the test button to determine if the power route to the receptacle has been interrupted, or follow the manufacturer's instructions. Replace any GFCI that does not operate properly. Operational checks — Check all light fixtures by placing a bulb in the socket and turning the switch on and off. Using a pigtail light, check all 240 -volt receptacles to determine if both legs of the circuit are powered. Check all 120 -volt receptacles to be sure that each is operational. Switched receptacles require the switch to be turned on and off. It is not necessary to check appliances, but their power sources must be assured. Failure of any electrical wiring or fixtures requires repair and re -testing. Install any smoke alarms shipped loose. If the home is designed for installation over a basement, install the factory provided smoke alarm to the electrical junction box in the basement ceiling near the basement stairwell opening. All smoke alarms must be inter- connected to other smoke alarms in the home. Follow the smoke alarm manufacturer's installation instructions provided. Test all smoke alarms, including alarms installed during the setup process, following the smoke alarm manufacturer's instructions. When testing a series of inter -connected units, test each unit individually. Make sure all units alarm when each one is tested. Any smoke alarm that does not meet the inspection or test requirements of the manufacturer shall be replaced and retested. 8.7 AIR DUCT CROSSOVERS Multi -section homes may require a heat/AC duct connection below the floor. Compare the inlets/outlets under the home with Figure 8.11 and connect the inlets/outlets with the flexible duct(s) and clamps that have been shipped with the home. Support all ductwork so it is not in contact with the ground, and cover all exposed ductwork with material having an insulating value of not less than R-4 under a vapor barrier with a perm rating of not greater than 1. Page 52 CHAPTER 8 UTILITIES FIGURE 8.11 THIS SYSTEM MAY BE USED WHEN THERE IS NOT A CROSSOVER DUCT BUILT INTO THE FLOOR AND THE FURNACE IS OUTSIDE THE I -BEAM. -1-T A n V — F FLEXIBLE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND. THIS SYSTEM MAY BE USED WHEN THERE IS NOT A CROSSOVER DUCT BUILT INTO THE FLOOR AND THE FURNACE IS SITUATED DIRECTLY OVER THE MAIN DUCT ON ONE SECTION OF THE HOME. FURNACE DUCT FLEXIBLE INSULATED DUCT WITH 1.0 PERM. MAX. VAPOR BARRIER. FLEXIBLE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND. THIS CROSSOVER DUCT SYSTEM IS INCORPORATED IN THE FLOOR OF THE HOME. THE CONNECTION IS MADE AT A POINT ALONG THE CENTER LINE OF THE HOME WHERE THE DUCTS EXIT THRU THE SIDE RAIL. THE CONNECTION MUST BE SEALED TO MAKE IT AIRTIGHT. 2" (MIN.) WIDE R19 INSULATION AROUND FLOOR MATING LINE CROSS-OVER DUCT OPENING (BOTH HALVES) DUCT IXIXI / DUCT LINE UP CROSS OVER DUCTS. JLI REMOVE ANYTHING COVERING OPENINGS. COMPRESS INSULATION WITH STANDARD FLOOR CONNECTION. THIS SYSTEM MAY BE USED WHEN THERE IS NOT A CROSSOVER DUCT BUILT INTO THE FLOOR AND THE FURNACE IS SITUATED DIRECTLY OVER THE MAIN DUCT ON CENTER SECTION OF THE HOME. DUCT DUCT DUCT �r--� FURNACE FLEXIBLE INSULATED DUCT WITH 1.0 PERM. MAX. VAPOR BARRIER. FLEXIBLE DUCT SHALL NOT BE IN CONTACT WITH THE GROUND. Page 53 Chapter 9 FINAL INSPECTION 9.1 INSTALLER'S INSPECTION To make sure that no items have been overlooked and that all work was done properly, make a final inspection when the home installation is complete. Place special emphasis on the following "checklist" items: ❑ All water and drain systems work properly and do not leak. ❑ Appliances have been tested and work properly. ❑ All windows, doors and drawers work properly C C One window in each bedroom is designated as a secondary exit (egress) to be used in case of emergency. Each exit window is labeled as such with operating instructions. All shipping hardware must be removed, and the window shall operate as explained in the window manufacturer's instructions. Check each window to assure it opens properly. Exterior siding and trim contain no gaps, voids, or missing fasteners, all seams are sealed, and hardboard edges are sealed. ❑ All stack head or vent pipe flashings are properly attached and sealed. ❑ All shingles are properly attached, none are loose or missing, and all holes are filled. ❑ The skirting around the home has vents along a minimum of 3 sides at each corner to cross - ventilate and keep the crawl space as dry as possible. See Chapter 5 for the total vent area required. ❑ Trim or cut any low hanging trees or bushes near the home. In limiting their future growth, think about the plants' possible movement during windy conditions or under snow or ice loads. ❑ Check all exhaust fans for proper operation and airflow. ❑ Carefully inspect the bottom covering of the home for loosening or tears from the installation of pipes or wires. ❑ Repair any cuts or tears in the ground cover with tape. ❑ Be sure the correct number of anchors have been installed at the proper spacing and alignment, and that all straps are tight. ❑ Inspect for and correct all interior finishing details, such as loose molding, carpet seams, etc. 9.2 RETAILER INSPECTION The retailer's representative should inspect the home with the homeowner and brief the homeowner about maintaining the home. 9.3 RELOCATING THE HOME When relocating the home, have it moved by a professional manufactured home mover. Make sure he uses enough temporary wood blocking and check the following items: ❑ New zones — Check the roof and wind load and heating and cooling requirements at the new location. The home is designed for certain weather conditions and roof loads. See the zone maps included on the home Data Plate. Do not site or relocate the home in a zone requiring greater wind, roof load, or heating or cooling capabilities than those for which it was designed. ❑ Tires and axles — Replace any removed tires or axles. Be sure that tires are inflated correctly, have at least 1/16 -inch tread, and do not have any cracks or splits. Inspect hitch and running gear connection welds for corrosion and repair as necessary. Check and repair wheel bearings and brakes as necessary. ❑ Appliances — Secure appliances to prevent movement during transportation. ❑ Dust caps — Place dust caps on the ends of all pipe connections. ❑ Blocking during storage — Any home placed in storage, including sales lots, must be immediately blocked under each I-beam, both at the rear of the home and midway between the axles and the hitch, to prevent excessive deflection and possible structural damage. Page 54 Chapter 9 FINAL INSPECTION FIGURE 9.1 PROTECTION OF WINDOWS AND GLASS DOORS WIND ZONES II AND III LUMBER METHOD SHORT BIDE - 2X6 LENGTH (78" MAX.) )E - 2X6 LENGTH e" MAX.) BOTTOM FRAME MEMBER MAY BE OMITTED FOR SLIDING GLASS DOOR DETAIL A WALL GLASS 2X3 FRAME AROUND WINDOW / 3 OR BETTER TYPICAL (1) N8 X 5" WOOD SCREW EACH END OF ALL 2X6'S� PROTECTED AREAS ARE TO BE COVERED WITH STRUCTURAL SHEATHING. THE THICKNESS AND SPAN PLYWOOD METHOD RATINGS ARE SHOWN IN THE TABLE. THE STRUCTURAL SHEATHING SHALL BE LABELED "APA RATED SHEATHING EXTERIOR" OR EQUIVALENT. THE SHEATHING SHALL BE PLACED OVER THE OENING WITH THE FACE GRAIN WIDTH OF WINDOW RUNNING HORIZONTAL. 'FACE GRAIN DIRECTION . A V MIN. FROM EDOE OF SHEATHING FACE GRAIN DIRECTION 4" WHERE ANY PORTION OF ANY WINDOW OR SLIDING GLASS DOOR IS WITHIN 3 FEET FROM A CORNER OF THE HOME, THE OPENING SHOULD BE COVERED WITH TWO LAYERS OF SHEATHING EACH OF WHICH MEETS THE REQUIREMENTS FROM THE TABLE. THE FIRST LAYER IS FASTENED AS SHOWN. FASTEN THE SECOND LAYER USING A MINIMUM 40d NAILS (0.131"x 5" LONG) AT 3" ON DECORATIVE CENTER SPACING. TRIM OPENING WALL FRAMING GLASS 1 STRUCTURAL 48" SHEATHING SECTION A -A MAX. STRUCTURAL SHEATHING TO PROTECT WINDOWS IN WIND ZONES II AND III (TYPICAL) 20d NAILS (0.131" X 4" LONG) DOUBLE HEADED NAILS ARE RECOMMENDED TO FASTEN PLYWOOD TO MAKE IT EASIER TO REMOVE AFTER THE STORM. WIDTH OF SHEATHING WINDOW REQUIREMENTS THICKNESS I SPAN RATING UP TO 36" 15/32" MIN. 32/16 37" TO 46" 23/32" MIN. 48/24 47• TO 72" 1.1/8" MIN. Page 55 .OF r4f 54 h, * C. EDGAR BRYANT*• is! ***goes* 71492 71492�o�r alONR1. a'!T !i 11 Chapter 9 FINAL INSPECTION Li Transit of furniture and belongings — Substantial damage may result if furniture, personal belongings, setup materials or other items are stored in the home during transit. TRANSIT DAMAGE IS NOT COVERED UNDER THE WARRANTY. Multi -section homes — Re -install temporary structural supports and bracing materials before moving the home. Cover open sides of sections with weatherproof material such as 6 -mil plastic sheeting. After the sections have been separated, secure 2 x 6 shipping braces at the front end and in the axle area. Place ridge beam supports in open areas per the manufacturer's instructions, or at a maximum of 12 feet on center if manufacturer's instructions are not available. Also refer to the Homeowner's Guide 9.4 WINDOW AND GLASS DOOR PROTECTION 9.4.1 Windstorm Protection As explained on the data plate, this home has not been equipped with storm shutters or other protective coverings for windows and glass door openings. For homes located in Wind Zones II or 111, we strongly recommend that the home be made ready to be equipped with these devices in accordance with one of the methods illustrated in Figure 9.1. WARNING! Covering the windows and doors will block safe egress from the home in the event of a fire or other hazard. INOPERABLE EGRESS WINDOWS OR DOORS MAY RESULT IN SERIOUS INJURY OR DEATH. Do not occupy the home if the egress windows or doors are covered or otherwise inoperable. Copyright ©1976-2004 by Champion Page 56 cHampion = HOMES OF OREGON ACiL�ILVE0?C0M 1204 Mill Street • Silverton, OR 97381 Phone: 503-873-6381 • Fax: 503-873-M2