Loading...
HomeMy WebLinkAbout069-120-060ef A ST Dr*". L' -ORO 'RIDGE - RrCZ* Vt .8tr'Lodgeview CONTR: C & I Engineer Permit 720-73PIE (utilities for mobile hom nf,fi I ,LOT W_ N7 DIV. I ORO RIDGE PROPERTIES DATE 409, .8crLodgeview Dr.� Oroville CONTR: C &,I Engineers -&.Contractors LLa Mirada*.�,.,,_k 11__51-93 Permit 1016-73B (two (2) decks for mobile home sales of ice) R 0 0 L3A - P_1� ORO RIDGE PROPERTIES No. Lodgeview Dr.2 Oroville COMM: C.I. Engrs.,& Constructors e r 2145�-73B ( (c v cover for 2 d add awning on OnE s j ide) A. P,. 14=63,,!�_ 1,1��RO,',RIDGE PROPERTIES 6c>- Lodgeview Dr.., . rovi. le C Permit.2694-73B for m6bie sales office) TYPE OF PERMIT P E R M I� N 0. /P//N N 0. REMARKS r ST Dr*". L' -ORO 'RIDGE - RrCZ* Vt .8tr'Lodgeview CONTR: C & I Engineer Permit 720-73PIE (utilities for mobile hom nf,fi I ,LOT W_ N7 DIV. I ORO RIDGE PROPERTIES DATE 409, .8crLodgeview Dr.� Oroville CONTR: C &,I Engineers -&.Contractors LLa Mirada*.�,.,,_k 11__51-93 Permit 1016-73B (two (2) decks for mobile home sales of ice) R 0 0 L3A - P_1� ORO RIDGE PROPERTIES No. Lodgeview Dr.2 Oroville COMM: C.I. Engrs.,& Constructors e r 2145�-73B ( (c v cover for 2 d add awning on OnE s j ide) A. P,. 14=63,,!�_ 1,1��RO,',RIDGE PROPERTIES 6c>- Lodgeview Dr.., . rovi. le C Permit.2694-73B for m6bie sales office) TYPE OF PERMIT P E R M I� N 0. /P//N N 0. REMARKS -(carport 069-120-060 05-1078 S SA�LBERG,ART, L 0 0 430 LODGEVIEW D 0 0 CCont: REDLINt fNEW MH PERM F' .. ............ 069-120-060 66--1'531 SALBER6,ART Wvit 430 LODGEVIEW DR; 0 OVILLE - Cont: ART SALBER GARAGE -DET F PERMIT DESIGNATION: B -BUILDING E -ELECTRICAL U -USE PERMIT HM -HOUSE MOVING DEPARTMENT OF P -PLUMBING TV -RADIO-TV AINTENNA V -VARIANCE EP - ENCROAdHMENT T -TRAILER S/W-SIDEWALK NOTICE S_ SIGN PERMIT D - DEMOLITION BUILDING AND SAFETY 600. j Z 5, lr% S7VAOMddV S1103NV779081 l r . S7VA0?IddV 7VORY13H73 lVNld 81N3A 9 S30NVlldedV 3NIl M3M38 ONIJId M31VM 1S31 3Mn8sSMd 8VO Ni-HonOM 31Va OIS 31VO '013 Siva 918 31Va OIs Siva 'ols IM39WnN lIWM3d SrIVAOUddV OA[IffMI]7d lvNld SM313 W S37NVI'lddV 8 33Mn1Xld W-HonOM 31Va 013 31VO 013 31Va 913 31VO '913 31VO '013 IM38WnN lIWM3d r . S7VA0?IddV 7VORY13H73 lVNld 81N3A 9 S30NVlldedV 3NIl M3M38 ONIJId M31VM 1S31 3Mn8sSMd 8VO Ni-HonOM 31Va OIS 31VO '013 Siva 918 31Va OIs Siva 'ols IM39WnN lIWM3d SrIVAOUddV OA[IffMI]7d 87VAO*ddV 9AIIQ7IllS da0a3?J N01133dSN1 j C.�It C"I p� a. � _a 31Va '91S Siva i '913 l i Siva 1 '018 j Siva I( '91S 3Awa ' 'O18 31va '91s 31Va '018 Siva Siva '918 Siva 013 Siva 3� 'DIS Siva• I 'oI3 K facs 11 m � rm O n nil �m 1r' D> — �z I- -z1 y m 1� m� 1- D m �l� z f� > m iA � > a m 0 m� r� a X> arJ �ItnZ az 3 M m3 m� 87VAO*ddV 9AIIQ7IllS da0a3?J N01133dSN1 j C.�It C"I p� a. � _a BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT'NO. BP061531 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under 'penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/28/2006 APN: 069-120-060-000 the Business and Professions Code, and my license is.in full force and effect. License Class : License Number: Site Address: 430 LODGEVIEW DR ORO Date: Contractor: Map Index: OWNER -BUILDER DECLARATION garage Description: 650 s ft. I hereby affirm under penalty of perjury that I am exempt from the p g 9 a' Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a SALBERG ARTHUR & COREEN permit to construct, alter, improve, demolish, or repair any structure, prior Owner: 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 430 LODGEVIEW DR the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom and the. basis for the alleged exemption. Any 95966-3954 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an SALBERG ARTHUR & COREEN owner of property who builds or improves thereon, and who does Applicant: such work himself or herself or through his or her own employees, provided that such improvements are not Intended or offered for sale. If however, the building or improvements are sold within one 430 LODGEVIEW DR year of completion, the owner -builder will have the burden of OROVILLE, CA proving that he or she did not build or improve for the purpose of sale.). 95966-3954 ❑ I, as owner. of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ 1 am Exempt under Article 3 of the B i ss and fe io Code Date:?'O�Owner: WORKERS' COMPENSATION DECLARATIO I hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation Engineer: AUSMUS ENGINEERING insurance carrier and policy number are: g iy D Carrier: Policy #: 650 S.F. Total Square Ft: I certify that in the performance of the work for which this permit is I iValuation: $15,600.00 ssued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to -the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 7` 049 Z--495-11 / Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit i ereby ' e under applic a provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolution to d ort dic ited ove for Ich fees have been paid. b % performance of the work for which this permit is issued (Sec 3097 Civ.) Dat ( -2ate: / Name: PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws elating to buili ing construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize represental' of Butte Cou tyrtjenter on the above mentioned property for inspection purposes. Print Name: Signature: Date: 7 -,;2e` iso Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor o r o..;vAi.,, D—m r ni-ira-na nn 1 BUTTE COUNTY PERMIT*NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP061531 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/28/2006 APN: 069-120-060-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 430 LODGEVIEW DR ORO Date: Contractor: Map Index: OWNER -BUILDER DECLARATION Description: garage 650 sq.ft. I hereby affirm under penally of perjury that I am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a SALBERG ARTHUR & COREEN permit to construct, alter, improve, demolish, or repair any structure, prior Owner. 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 430 LODGEVIEW DR the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom and the. basis for the alleged exemption. Any 95966-3954 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an SALBERG ARTHUR & COREEN owner of property who builds or improves thereon, and who does Applicant: such work himself or herself or through his or her own employees, provided that such improvements are not Intended or offered for sale. If however, the building or improvements are sold within one 430 LODGEVIEW DR year of completion, the owner -builder will have the burden of OROVILLE, CA proving that he or she did not build or improve for the purpose of 95966-3954 sale.). ❑ I, as owner, of the property, am exclusively contracting with licensed Contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ 1 am Exempt under Article 3 of the 8 i ss and fe o Code Date: ZiL—acownec WORKERS' COMPENSATION DECLARATIO I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation Engineer: AUSMUS ENGINEERING /7 insurance carrier and policy number are: Carrier: Policy #: Total Square Ft: 650 S.F. I certify that in the performance of the work for which this permit Is Valuation: $15,600.00 I issued, I shall not employ any person in any manner so as to �( become subject to the workers' compensation laws of California, Census Code: I and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith corriply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit i ereby ' e under applic a provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolution to d r dicated ove for ich fees have been paid. ^ / performance of the work for which this permit Is issued (Sec 3097 Civ.) By. Dale: / ' t"l b Name: PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code Is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that l have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and stale laws relating to building construction. 1 acknowledge it Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize represent al' of Butte Cou nter on the above mentioned property for Inspection purposes. Print Name: '� , Signature: Dale: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor /// B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION ��/ c AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 $ OFFICE #: (530) 538-7541 A FEE 141ILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last NameFirst Name / Address _/ � ��� 7�Ov/// Ci State Zip 9 Phone ©9 lax,_C Q E-mail CONTRACTOR Name Address City������� State 'c=� LIP61 Phone `J.—S9 Fax- E-mailU99 Zip Cla _ PE ARCHITECT/ENGINEER Name I Flood Zone Address SRA City No State Zip Phone Book Fax E-mail Planner State License Number PE APPLICANT SIGNATURE X� For office use only: APPLICANT INFORMATION Name I Flood Zone Address SRA City No State Tip Phone Book Fax Email Planner APPLICANT SIGNATURE X� For office use only: Zoning J — I I Flood Zone X SRA Ya No Occ. Type Const. Subdivision Name Map Book Page Ptil Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PROJECT TION /LOCA /�Q AP# OV (— I 'Z0 ,-0 9 0 Proppen�d Address Ci Cr 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- Living 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. Received by: `Amount: Bldg Gam© SRA Receipt #:' �! ` Sheriff (?1)77� SMTP Date: Other Total 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. Cl 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\131dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 -County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: %�lL (�-(.� ASSESSOR PARCEL NUMBER O� _/2 (/ i Proposed Building Use: //�� � Permit Technician: �i� � Date: �J � � C Items required in order to apply for a permit All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the. preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in:duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calks 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 RemaiQJng items needed to issue the permit (May require additional plan review upon receipt of the following items.) , ['iW 14. Sanitation and site plan approval from the Erivironmental Health Department in ❑ Chico 0 Orovil le, as applicable / ❑ 15. Fire Sprinklers...................................................:........................................ ❑ 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ......................................... \ ❑ Erosion Control Plan Required.................................................................... {:. 19. Fees as shown on the attached Schedule of Fees Due Sheet ............................. a . ❑ City of Chico Plumbing permit........................................................................ 0 21. Site plan and business license approval from the CiVf Biggs .............................. 22. California Department of Forest plan approval maid. Sent by: �?r *1;,23. Planning approval for (A) Use: (B) Parking: . ' (C) Parcel Check: ..k.1 ❑ 24. Contac Land Development about _Improvements, _Drainage ........................ 25. Fire Marshall Review (commercial projects only). Sent by ...................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... \ O 29. Worker's Compensation Carrier and Policy Number .......................................... ; 30. Owner -Builder Verification ( -Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits.........................................................:f ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other. ❑ 37. Other. When issued Telephone 15 / - and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant�� �v_-.� /) -���-� Date: el 1. Indexrmit application for the ate items numbered: Pe PP Plan Check Letter 2. Additional items r� Contractor, designe owner, w advised of the a ve data by phone, ❑ m�1,ounter, f Dater_ Contractor, designer, o as advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owDeopq advised of the abo a datp by ❑ phone, ❑ mail ,c c Date: Plans reviewed by: Date: O Plans approved by: Date: Z1 Otm Structural reviewed by. Date: O -C., Structural approved by: Date: Note transfer by: Date: Yellow: Building Division BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -"BUILDING DIVISION -' 7 COUNTY CENTER'dRIVE, OROVILLE,°CA 95965= ' tVww.bufteg6- nty.neQdd&, PHONE (530) 5384641'FAX 538-2146 RECEIPT OF FEES SCHEDULE -'RESIDENTIAL - Owner SALBERG, ART , APN No:. " ' 069-120-060 Application' Date 6/26/2006 Permit No: BP 06-1531. Permit Type: DETACHED GARAGE 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $549 90' Plan Check portion of Permit Fee $219.96 $329.94 Balance of Building Permit Feb . 2 FEMA BYes Flood Elevation Review $109:98 0. 3 SRA*X: Yes Fire Plan Check Non-Refundable . $95.00 $95.00 _ (State Responsibility Area) Building Inspection $109.98 • $109.98 - $204.98 NON-REFUNDABL E portion:of fees=due.atabolication ..x. .. • k ,.; ie o��iaT :,,,+� _ ... 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 changedrduring`the plan ' checking process. Applicant: Date: � �- Pursuant to Government code Section S020, you are hereby m • ied those Items followed by an ""' may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impost' e a ove referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule'of Receipt Fees Residential 121205 - • PpFtTMENT /•°��� T T� i/ 0 U \, (� 0 0 U 141 0\\,, Department of Public Works C o u n t y o f B u t t e 1, J. Michael Crump, LAND DEVELOPMENT DIVISION 0 f/ Storm Water Management Program Director 7 County Center Drive Oroville, CA 95965 AV �e (530) 538-7266 ek1c Wow (FAX) 538-7171 National 'Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement. [LESS THAN 1 ACRE. Project Description: Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB I acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storrs Water Management Program . Revised 5/24/04 1 OWNER -BUILDER VERIFICATION Attention Property, Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. "No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES.[ NO [ ]. 2. I HAVE HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I liave-contracted with the following person (firm) to provide the proposed construction: NAME: ` ADDRESS: PHONE: CONTRACTOR'S LICENSE NO- 1 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: - NAME -ADDRESS PHONE' TYPE OF ' WORK SIGNED: PROPERTY OWNER- DATE: WNERDATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety ,Code. ' •rt :... .�: �:.. .t:......,.. ,h 1.> r...,..l oter� enA rMf irnarl fn niir n{iirP hP-Fnra -%:ia aTP T1Prm;tt Pr1 t!1 7CC11P. flip. Butte County Department of Development Services ' err ADMINISTRATION` BUILDING `GIS `PLANNING o� �o o o 7 County Center Drives _ Oroville, CA 95965 a -=�-` ��- a (530) 538-7541 Telephone (530) 538-2140 Facsimile eDU N� 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 $200 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" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. 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, Scott Rutherford Chief Building Inspector NOTF.- This Owner -Builder Information is reauired by Section 19830 of the California Health and Safety Code_ { t JAN . 8?oos BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION M—/(,AND SUBMITTAL REQUIREMENTS���� 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 Btu OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION last Name '1� � First Name Address�-� o 7�©�/// '���� Slate Zip Phone',�9 E-mail E-mail CONTRACTOR Name Address 1Jrr '���� Zip q Phone J �y a9,� Fax�c E-mail Lic. #//99Cla Phone APPLICANT SIGNATURE X� For office use only: ARCHITECT/ENGINEER Name 1Jrr Address K Yesj City Occ. State Zip Phone Page Fax E mail Date Approved: State License Number APPLICANT SIGNATURE X� For office use only: APPLICANT INFORMATION Name 1Jrr Address K Yesj City Occ. State Zip Phone Page Fax E-mail Date Approved: APPLICANT SIGNATURE X� For office use only: Zoning JVJ ) Flood Zone X SRA K Yesj No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: !\\/CO C/ -1C) CI IQItRITTAI 1.21-r ]I IIKt-IVIF-N 1 PROJECTL�OOCATION API ®v(r, lQ —1 V � 0/ (J Property Address Ci Cr s t7 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 /C -C4- P_ Address Description or Scope of Work: F Sq FT- LivingGarage Open Cov ❑ Structure Built without ermits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: 'Amount: /i I t fiiog 2C)cy�' /JSRA Receipt Sheriff C171 SMIP Date: Total California Department of Forestry and Fire' Protection •- Butte County Fire Department 41 Fire Safe Requirements Permit#04 _ /5"-31 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 information will be provided. 1273.10 Driveways pq (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 ' 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 400 feet apart. [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 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 [X] The grade for all driveways shall not exceed 15 percent. Grades above 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 [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 —17' shall be a minimum of 60 feet in length. 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. Revised 02/28/06 F Is E Q U I R E M E N T S 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 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 Buildingsf 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 ti 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 [X] 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. JUN 2: 8 2006 Date Revised 02/28/06 3 Darren Read Fire Protection Planning P California Department of Forestry aid Fire' Protection Butte County Fire Department Fire Safe Requirements Permit# 106 - /s-31 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 information will be provided. 1273.10 Driveways [X] (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 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 400 feet apart [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 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 [X] The grade for all driveways shall not exceed 15 percent. Grades above 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 [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 b6 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 —17' shall be a minimum of 60 feet in length. 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. Revised 02/28/06 C L11 is R E Q U I 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway.struc tures (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. [XJ (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. [XJ (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. [XJ (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 [ J (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 Buildin less then 30 feet from roe line: j, 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 inetal doors on side toward property line with insufficient setback • Siding on entire structure from the following list:' 'x (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 - [X] If your property was part of a parcel split after January,1, 199.1; you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. .JUN 2 82006 'Darren Read, Date Fire Protection Planning v Revised 02/28/06 3 )nnI nNNNr\9Rnnn-R Rnin, rpN 4� f l f �''ZM 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 bylaw.' The goal is to protect your home while providing a safe area for firefighters. L�j;jan CI5_7_5nd1Gr a Zones — Clearing an area of 30 feet immediately surrounding your home is critical. This area requires the greatest reduction in flammable vegetation. 77x — 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 a wildfire 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 Y2 inch mesh. 1. 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 not 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. FIRE SAFE REQUIREMENTS Butte County Fire Department California Department of Forestry and Fire Protection 176 Nelson Avenue, Oroville, California 95965 (530) 538=7888 Property Owners Name: Inspection Date: Property Location: City: Phone: _ Re -Inspection Dates Inspector 1 / 1 3 Building Permit # 064 1 I -72.00 '.'_.. Al!fGF?OA.DEk•ELITSIBI'sEtSSACE?MEitiSURE3.' ... 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. It is the property owner responsibility to annually provide defeasible space measures around structures on this property as required by law C 4291 PRC 4291 information will be provided at the counter when the permit is issued X1273 "0 1)RIYEW�IYS�` e (a) All new driveway construction or an extension of an existing driveway shall i! 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 length. Driveway width: Vertical Clearance: (c) Driveways exceeding 150' in length, but less than 800' in length, shall " ` provide a turnoutnear the midpoint of the driveway. Where the driveway exceeds 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 from 007902 YtO �DtYA'Y3SURFACE 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. of base: e : 1273:03ROADWA3GRitbE) The grade for all roads, streets, private lanes and driveways shall not exceed I S%. 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 % u t22T3Y04tOAD�VAXritADItIS" " (a) No roadway shall have a horizontal inside radius of curvature of less than 50' and additional surface width of 4' shall be added to curves of 50-100' radius; 2' to those from 100-200'. Questionable horizontal curve radius: (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'. orable vertical curve 1 ,05It0;1DW.A3 PiBOU1!iDS ? U Turnarounds are required on driveways as specified in this article. The minimum r>3AiVP;RACTICrALEFI?EC?REQ7ZItT11Sfi:T�I1S 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 length - Tofroadwa used? Measurements? turnaround "1-2,743W.J OADWi#Yj;. OII£r3.. Tumouts,shall be a minimum of l0' wide and 30' long with a minimum 25' taper on each end. Roadway ttumout measurements and location: . 1273107 M ADWAY4STRU (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 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 from one end to o the other and turnouts at both ends. Turnout measurements on each end: Re -Inspection Dates Inspector 1 / 1 3 Building Permit # 064 1 I No. Violation/Remarks • Cleared J / Distribution: White–Building department . Yellow–Fire Prevention Pink–Property Owner 1273i11GATl `ELTrRAN + ' "tea (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. Turning radius measurements. i! 1274:0$'SitiDARESSES+FOlt'BUII DINGS >. All buildings shall be issued an address by the local jurisdiction, which conforms, to thatjurisdiction'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 ❑ " ` X1274;09 SIZE.QF:ETiTF�RS�PTU11iBEItS�'ANDiS]'14iBOISrF'OR�ARDRESS . Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, refiectorized, contrasting with the background color of the ' sign. Letters, Numbers and Symbols correct? Yes ❑ No ❑ 127x{51UiINSTAMATIONZ— CATtO1!i AND�'L51BII51TY UE DRESSES .: (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 roadon 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 ❑ 127G01=SETBA'CKt RiSTRU y UREtD . S1BLE-SPS (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 ' practical effect. r>3AiVP;RACTICrALEFI?EC?REQ7ZItT11Sfi:T�I1S .,..'._' awim 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 ❑ 1226:02;D � " ` Oyu .- , _ I''EYVEGET1TlOi!�AN1)?ELiEIiS Disposal, including chipping, buryingi burning or removal to a landfill site x 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 ❑ o ¢pIHF,iF1REQ1I i 1NSfAInI A1iON )T. W-71 A Jam if your property was part of a parcel split after July 1991, you required to install residential fire sprinklers. It is the property owner's responsibility to review the official parcel map to confirm ifsprinklers are required. Aresprinklers required? Yes ❑ No ❑ Aresprinklers installed? Yes ❑ No ❑ No. Violation/Remarks • Cleared J / Distribution: White–Building department . Yellow–Fire Prevention Pink–Property Owner k1 A272hii MA99XWC901DEMSMU SPACE iMEASIIRESt 1 To ensure continued maintenance of properties in conformance with these �••��"cv L Y'^'•i4 �6-ti�%?.tt rd: . e �� � '+ .. . w`'%JM war.. provisions for annual maintenance shall be included in the development plans FIRE SAFE REQUIREMENTS It is the property owner responsibility to annually provide defensible space Meauues around structures on this property as required by law C 4291 Butte County Fire Department rntrance, a 40' turningradius shall be used. California Department of Forestry and Fire Protection (a) All new driveway construction or an extension of an existing driveway shall x . _ 176 Nelson Avenue, Oroville, California 95965 • (530) 538-7888 Property Owners Name: Inspection Date: (b) All driveways shall provide a minimum 10' traffic lane and unobstructed vertical clearance of 15' along its entire length. - Property Location: City Phone: k1 A272hii MA99XWC901DEMSMU SPACE iMEASIIRESt 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 wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the t parcel or map"approval. It is the property owner responsibility to annually provide defensible space Meauues around structures on this property as required by law C 4291 PRC 4291 information will be provided at the counter when the permit is issued. rntrance, a 40' turningradius shall be used. (a) All new driveway construction or an extension of an existing driveway shall x . _ 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 length. - Drivewa 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' apart. r 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. Tures distance from build' 1273 02 #$O 1YAYSIIRFAC$=rlit+n'. ' r . 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: 1273.03: .ADWAY;GRADFSt .:iriieSr -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%. Percentage of% ' ¢1273,04 ' ROADWAY (a) No roadway shall have a horizontal inside radius of curvature of less than 50' and additional surface width of 4' shall be added to curves of 50-100' radius; 2' to those from 100-200'. ✓:fit uestionable horizontal curve radius: (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'. le vertical curve length: '' I12439S9�R6ADVYAYm:.- Turnarounds are required on driveways as specified in this article. The minimum ' 'a'Zaid hurting radius for a turnaround shall be 40' from the center line of the road If a' tiammerhead-T is used, the top of the "T" shall be a minimum of 60' in length. Type ofroadwa turnaround used? • Measurements? %F:1273 06' OADIT MCNT4r i: 08i?9 ' 1 R Turnouts shall be a minimum of 10' wide and 30' long with a minimum 25' taper ou each end. Roadway turnout measurements and location: N—W2 (a) Stucco -3 coat (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. s� Bride certified by aregistered Civil En ineer9 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) Abridge with only one traffic lane maybe authorized by the local ' jurisdiction; however, it shall provide for unobstructed visibility from'one end to the other and turnouts at both ends. Turnout measurements on each end. t 4: t • Distribution: White — Building department Building Permit � E• Re-Inspectim Dates ' Inspector 1 the traffic lanes serving the gate. 3 Gate measurements on ends: White — Building department Building Permit � E• 1273.11GA ENTRANCES' . %«�l4 _ .fah, :�" , (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 rntrance, a 40' turningradius shall be used. T radius mom: x . _ ' 1127,k" ADDRE33E$ FOR B=,WRqGSfW 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 ❑ 91274.09$IZE_0XLF --- MJ1[ fflg AND SYMBOLSFOR'ADIft" Size of letters, numbers and symbols for addresses shall be a minimum 3" letter r height, 3/8" stroke, iefiectorized, contrasting with the background color of the . sign. ii Letters, Numbers and Symbols correct? Yes ❑ No ❑ x12'7A.IOINS-TALIATION'rILOCATION,ANDVISIBILITYOF:ADDRE ESS'. (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 ❑ ✓:fit a 1276.01 SETBACK FOR $1*07F RED -- MW PA CE_%j�JN (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 ELmctical effect., 'a'Zaid feSAME,PRACTICAUEFFECTRE UIRFMENIS 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 - (e) Masonry (d) Metal (e) Other Butte County Fire Department approved materials Correct sidinit used on entire structure? Yes ❑ No ❑ s� X1376.02 DISPOSAL OF Ja AMMASLE VEGETVTWL AND FUELS Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final ins ction of a building permit' Completed? Yes ❑ No ❑ OTHER REQIifI OIKNTS���IlyNt STALI;ATION OF RESIDENTIAL FIRE. L`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 ifsprinklers are required. Aresprinklers required? Yes ❑ No ❑ Aresprinklers installed? Yes ❑ No ❑ No. Violation/Remarks Cleared Yellow—Fire Prevention Pink—Property Owner e r. - FIRE SAFE' REQiJIR MINTS Butte County Fire Department California Department of Forestry and Fire Protection 176 Nelson Avenue, Oroville,`California 95965 • (530) 538-7888 Property Owners Name: Inspection Date: Building Permit 4 ® 6 Property Location: City,:.t Phone: . i ,tb•T2."i1NCE 0E DEFENSIBLE SPACEMEASITRE3 To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and space utilization of the defensible provided for these standards during a wildfire, t n provisions for arcual hfienterianoe shall be included in the development plans � _-t and/or shall be vided as a condition of the arcel or in"ap'arprovak. It is the property owner responsibility to annually provide defensible space measures around structures an this pmperty as nquired by law C 4291 PRC 4291 information will be provided at the counter when the permit is issued. '.. •� Y27310 DRIVE iNa$�`rY ` . ` .. = .-. � - -� .. (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 length. - way width: Vertical Clearance: (c) Driveways exceeding 150' in length, but less than 800' in length, shall Yom, provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800', turnouts shall be provided no more than 400' apart. Driveway lea (d) A turnaround shall be provided to all building sites on driveways over 300' in length, and shall be within 50' of the building. 1!: Turnaround distance fiom build' g" ' W278.00QADWi17lM3U1tFACE The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fere 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, tumours and turnarounds. I Depth ofbase: 1273 03.,; WAYZGRADE4 `yt JM , ._ .k 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%. of % 0273 0 #ROAbWAY�RADIUS (a) No roadway shall have a horizontal inside radius of curvature of less than 50' and additional surface width of 4' shall be added to curves of 50-100' radius; 2' to those from 100-200'. Questionable horizontal curve radius: (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 cum length (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same Turnarounds are required on driveways as specified in this article. The minimum tiuriing radius for a turnaround shall be 40' from the center line of the road If a havinierhead-T is used, the top of the "T' shall be a minimum of 60' inlength. T ofroadwa turnaroundused? Meaauernents? 27306,'�$Q;AD,IVA; sTQRNULI7'3�, .. Turnouts shall be a minimum of 10' wide and 30' long with a minimum 25' taper on each end. Roadway turnout measurements and location: ,. 912, 3VY (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 by aregistered Civil Engineer? Yes O 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. Turnout measurements on each end Re-Inspecdon Dates Inspector 1 / 1 3 No. Violation/Remarks Cleared / / Distribution: White — Building department Yellow — Fire Prevention Pink — Property Owner z -"_4 �m (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic tan s serving the gate. Gate measurements on ends: t n , (b) All gates providing access from a road to a driveway shall be located at least 30` from tbe` 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 measurements: 1276:08'?AD.DRFSSES:FOR 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 separarely identified. Is address correct? Yes ❑ No ❑ Yom, X1274 09iSIZE OE E N[IMBERS AND SYMBOLVFORADI)RESS" Size of letters, numbers and symbols for addresses stiall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. " Letters, Numbers and Symbol correct? Yes ❑ No ❑ 1!: �127e1:Y01'NSTAI51sA'piON`L'OCATIUlYs°7►ND�;VISIBII.ITYOE.�ADDRES$ES (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 ❑ 4 1UXO.YSETBA;CKFOR?.STRUCT.URE}D : SIBL&'.SAACE_ - (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 practical effect. S.SAML:PRACTI4AL�FFItEC7REQIJ1KE14SF1V7S .. „ 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) Smcco-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 ❑ XY22602 D1SPOSiIL`.OFYbZ.4NMeARLIF" EGETATI - - _' - 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[] 1 �PBE1tzR$QUI ENIN liATIiDW-OF,,RESIDE-N. AI F SPR[N!Q ERSano �irn,. If your property was part of a parcel split after July 1991, you are required to install residential fere 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 / / Distribution: White — Building department Yellow — Fire Prevention Pink — Property Owner z -"_4 �m RECORDING REQUATEDAY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2005-0077289 Recorded A REC FEE 10.00 Official Records I County of I CONFORMED COPY 1.00 Butte I CANDACE J. GRUBBS I County Clerk-Recorderl 1 I DD 011:41AM 21' -Dec -2005 I Page 1 of 2 IIII III III I IN I IIIII 1111111111111 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. ARTHUR AND COREEN SALBERG REAL PROPERTY OWNER/LESSOR 430 LODGEVIEW DRIVE MAILING ADDRESS OROVILLE BUTTE . CA 95966 CITY COUNTY" STATE ZIP' SAME INSTALLATION MAILING ADDRESS. IF DIFFERENT SAME CITY COUNTY STATE ZIP W. UNIT OWNER (if also property owner, write "SAME') SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY -CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-1078 530 538-7541 BUI�Ell . TELEPHONE NUMBER I� v5 SIGNAT E CAL AGENCY OFFICIAL DATE NONE DEALER NAME �f not a dealer sale, write "NONE") NONE DEALER LICENSE NO. CMH MANUFACTURING 2005 'GOLDEN WEST MANUFACTURER'S NAME DATEOF'MANUFACTURE MODELNAMF/NUMBER ALB0295400R4/B/C 66 x 42 ORE473318/9/20 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION - ASSESSOR'S PARCEL NUMBER 069-120-060 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. 7/2005 14:12 FAX 530 399 9531 FIOELIfY NA[10HAL fiILE •1---• . . Order No. BU -210615-3 AM -Description Thi land referrrtd to heron is situated in the. State of California, Covnty of•Buttc, and descn`bed as follows: FES PARCEL 1, AS S14OWN ON 1�AT CERTAINS ?A� O ��o �� Q� SE EK OTHE OFFICE F1 q RECORDER OF, THE COUNTY OF BUTTE, iN BOOK 40 OF MAPS, AT PAGE(S) 11. APN 069-120-060-000 Description: ButtafCA Doc"ment-Yeaxr.DocID 2003.43916 pagA: 2 of 2 ord&r: 1&1^ Co=ent: RECORDING REQUESTED BY:. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded .21 -Dec -2005 2005-0077289 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LIFE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (M.OBILEHOME) OR COIV1MERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance %4th California Health and Safety Code Section 18551. This document is evidence that such local ageney.has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When,recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. ARTHUR AND COREEN SALBERG REAL PROPERTY OWNER/LESSOR 430 LODGEVIEW DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME INST,41-I.nTION MAILING ADDRESS, IF -DIFFERENT% SAME CITY - COUNTY STATE zrP SAME UNIT OUTER (if also property owner, rite 'SAME') SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-1078 (530)538-7541 BUILAI7 N0, 7ELEPHOAE NU6tBER SIGN -AT 7AL AGENCY OFFICIAL DATE NONE DEALER NAM . (t not a denier suit, write "NONE:'") NONE DEALER LICENSE NO. CMH MANUFACTLTR.ING 2005 GOLDEN WEST MANUFACTURER'S NAIVE DATE OF MANUFACTURE MODEL NAME/NUMBER ALB0295400RA/B/C 66 x 42 ORE47331819/20 SERIAL NUMBER(S) LENGTH X WIDTH iNSIGNIA/LABEL NUMBER(S)_ REAL PROPERTY LEGAL DESCRIPTION ASSESSORS PARCEL NUMBER 069-120-060 SEE ATTACHED r2/� i ; :;>`a s �'' :2 'FAX 530 889 9531 F10EL11Y f4MJUNAL IDLE Order No. BU-210615-3 AM Description The land refctred. to hacin is situated in the. State of California, County of-Butte, and is descnbed as follovss: - pARCEL 1, AS SHOWN ONTF3AT CERTAINPA.RCELMAP, oCORI3F..D 0 MCE,1O0F1571,1 RECORDER OF T14B COUNTY OF .BUTTE, STATE OF CALIFORNIA, IN BOOK 40 OF MAPS, AT PAGE(S) I'- AF` 069-120-050000 �' . v ` i = w. . ^'c r •.;C �'Y`;j' d � �t��"ra"fi 3. ..;. t rr;•- � c?s•y ..,^.3 •- e�tl. +t?^'+`i r7 t's,�5 9 v ,i F, ''� �,♦ "V3., 6t t. �- '�C'�-vl .u: lv .,_.1 G.,v+y- M.+�•. FOLTNDATIONdSYSd� FEM 4 CE�RTIFIC� 3TElOF' Co- ` ", F? :k. ... iy >tl• d �� r +-.wr ay."o,1 or r .... .. �... +. . BUILDING PERMIT NUMBER: 05-1078 Address or location of unit: 430 LODGEVIEW DRIVE, OROVILLE CA 95966 Legal Description of Real Property:•AP#: 069-120-060 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: ARTHUR AND COREEN SALBERG Owner's address: 430 LODGEVIEW DR., OROVILLE CA 95966 INSIGNIA OR HUD NUMBER: ORE473318/9/20 SERIAL NUMBER OR V.I.N.: ALB0295400RA/B/C MANUFACTURER'S NAME: CMH MANUFACTURING YEAR: 2005 OFFICIAL APPROVING INSTALLATION: DATE: j o� -'zo t G� PHONE: (530) 538-7541 H.C.D. 513C t . U 10/10/2005 11:21 REDLINE INSTALLATION 4 5382140 NO.524 D02 low'—� ,STIR Qi STATE M 6 , LIFogm BUSINESS. TRANSPORTATION AND HOUSING AGENCY NUMBER: BUSINESS, OF HOUSING AND COMMUIWFY DEVELOPMENT Q /� 6` Q • • OM31ON OF CODES AiM GTANO :R09 ®� `t V G7 MANUFACTURED HOUSING PROGRAM ` MANUFACTURER CERTIP.ATE OF. ORIGIN ❑ CHECK IF THIS 1$ A DUPLICATE MCO -ENTER ORIGINAL MCO NO. M8tjUFACTURED HOME OR MULtI UNIT MANUFAC mm wnI Ielur� NUMBER OF Y0 SFO (SINGLE FAMILY D►MELLING) Ia MUMH (MULTI -UNIT MANUFACTUREO HOUSING . TRANSPORTABLE SECTIONS 9Qmm989IAI COACK OCCUPANCY13AOUP CI% MAIIUFACTURIND WEST, INC, GOLDEN PACIFIC-CHICO PIF! 12E458 NEE 1118851 1 06136!05 TRILLIUM BLVD 3RD FLOOk„ HOFFMAN ESTATES, IL 60192 CI MANUFACTURER SERIAL NUMBER HCO INSIONIA OR NUD LABEL NUMBER 7954044 A ORE473318 1 792 158 23,100 TRANSPORTER NAME: TRANSPORTER ADDRESS; OESTINATION FOR UNIT DESCRIBED ABOVE; z' C U CI Stals 7 L 6, t0714U, 16R I ara•atr �nao PMrt/ a POIIWy wmr IIr Ielis a A• amu m ceuw�l. wr trr e0oru tae..n we OrtO oarvti. . . aI :...�::.: r. .r t. It N1 .. Si lo� (Cantgl a MD SIGNATURE OF AUYHORIZEDAInFw: QIA_TYINtlner; sa COPY I rAAHI IE) „• FORVWOA RD YO YN! INVENTORY CREDITOR UNLESS THERE I$ NONE. THEN FORWAAO TO PURCHASER (DEALER OR' TRANSFEREE). COPY I ryuHrrE) r" FORWARD TO THE DEPARTWEMT AT P.O. BOX It)]A, SACRAMENTO. CA B5�I2-IB2B, wI1NIM FNE (S)DAYS OF RELEASE. - COPY T (YElL0Y0 ''DELIVER TO Yti! TRANSPORTER YOACCOMPANY THE UNIT TO !TS DESTINATION. NROD) TD,SERETAINEDRY.WE&to CTURE0. HC'O 459.0 • SIBe i . (y/ST)' RESIDENTIAL PERMIT NO., ,06 060 `"`' " '� `�'�'•` 05=1078' ' : i SALBERG; ART 4 f , 430 LODGEVIEW DR, OROVILLEI ' Cont: REDLINE INSTALL . K NEW MH PERM FND OFFICE COPY F #r F GAS Address `} Y 7 <GAS Meter By Date ELECTRIC • -Meter By -s✓�� Date , SPECS CONDITIONS CHECKED r BY SRA ' FLOOD CERTIFICATE REQ.. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB—STANDARD HOUSING LETTER I; -• - _�� � _� X33 � � - .JOB FINALED (Date) .1 D r Signature �� J=OK 0 = Not OK = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location-Test-Falf-C/O-Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft1 P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 D Card B-1 Date Card B-1 Date Card B-1 Date PER (ONLY) Line :ity; MH Test MH Test 7. Vater and Sewer Connected Gas and"Electric' agged 9. Exits - '10. License Decals 11. Verify #'s with Office Date Card B-1 / Date rL p,`� Card Datej . r p . p,�Card B-1 Date f 2 -S -OS Card B-1 OzT, MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Depth=Spacing-Connectors-Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5..Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Panelboards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date 'Card B-1 Date Card B-1 Date Card B-1 J=OK 0 =Not OK = Not Applicable =Nat Ready RESIDENTIAL (Single & Duplex) . Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope Date 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Date 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Date 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fre Sprinkler; Test 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or Al Date 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No Date 32. Service -Riser Conductors & Ground Main Disconnect Comments at Final: 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing IV Date FRAMING (Continued) _ 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infittration-Walls-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following InStldlDrive 0 Yes 0 No/Walks D Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 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 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division'3 of the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance,~_also requires the applicant for such permit to file a signed` statement, that he or she is licensed -Pursuant to the pr&isidhs of-, the Cdntractor s,SFaielkense Law (Chapter 9 commencing with Section, 7000), of Division 3:of'' 6'Business and Professions Code) or that he or she is exempt therefrom•'and the basis,dor•,.the alleged; exemption.... Any, f Sec violation ofion'`763:1.5 by any applicanIt ..for a permit subjects the applicant to a.ciyil;penalty of not more than five hundred dollars ($500.).) ... ❑ I, as owner -of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended.ot_offer_ed,.fo(,pgjq (Sec,,Z.0 4_j3usines;-and.Profess)9rLs_ Code: The Contractors' State License Law does not apply to an owner of property who :builds or improves thereon, and who does such work himself or,herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not b6iid or improve for the purpose of /1 sale.). ❑ - •I; as.owner•.-of..the-property,,--am, exclusively- contracting with - licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 4 am ,E. keropt under Article3 of % Business'an Professions Code WORKERS6.COMPENSATION DECLARATION `—.. I hereby affirm under nenaltybf periury one of the followin declarations - PERMIT NO. BPO51078 Issued Date: 06/23/2005 APN: 069-120-060-000 Site Address: 430 LODGEVIEW DR ORO Map Index: Description: new mh perm fndn ex site (1782) Owner: SALBERG ARTHUR & 430 LODGEVIEW DR '4 OROVILLE, CA - 95966-3954 :. . ^ Applicant: SALBERG ARTHUR & COREEN 430 LODGEVIEW DR OROVILLE, CA 95966-3954 Contractor: RED LINE INSTALLATIONS"INC'°'."— 13407 GARNER LANE CHICO, CA 95973 (530) 895-5543 - - O 1 have and will maintain a certificate of consent to self -insure for License #' 848025 workers' compensation, •as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is.iued• ss .. __...... _,_1;: _.,:.,,,,,., I have and will maintain workers' compensation insurance, as - Architect' required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: 5 A?,-� Policy u: Total Square Ft: 1782 S.F. �1 VI.certify that in the performance of the work for which this permit is Valuation: $115,830.00 I issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' r „ compensation provisions of Section 3700 of the Labor Code, I shall 1 forth//with:comply with those provisions: - Date: lam, _';2.3 ;.:3 Applicant: WARNING: Failure to secure workers' ensation coverage is unlawful, and shall subject• an employer to criminal penalties and one hundred thousand dollars ($100,000); in' addition 'to the cost of compensation, damages as provided for in Section 3706 of the Labor code, -interest, and attorney's fees:, ll CONSTRUCTION LENDING AGENCY This permit is hrE3by issuedyfnder' a applic le pr isions of the Butte Crunty Ca1R anrUor I hereby affirm that there is a construction lending agency for the Resolutions do work . idated bove for hich f shave been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) vv1 Gr�3r-o S Name: B, /Date: 2 Address: PERMIT EXPIRES ON: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. -• I hereby certify that I have.read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner- 1- gree'to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any o icial form or document of Butte County. I hereby / authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: Co/eAe e- /1( 9,4 �6 e re_ !g Signature: Date:, e, ` 2 -S Owner ❑ Contractor 13 Agent for Owner 13 Agent forContractor BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION ©7 • 1 AND SUBMITTAL REQUIREMENTS BP 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BIN # OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION OWNER Name Address City " State ,g Zip Phone,-f"�J_�9,�� Fax E-mail APPLICANT NAME CONTRACTOR Name erl 6 ` S Address %� City Fax Stale, Z' -12 Phone Book Fax Z D E-mail Planner Lic. # Class''( APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zips? City Fax State Zip Phone Book Fax E-mail Planner State License Number APPLICANT NAME Name Address City State Zips? Phone,�9����� Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning ©n Rte - Flood Zone SRA I Yes No r Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc LOCATION AP# a�9-la2o -060 -000 Pr�ogerty Address ;U` ) !, ocl GuiP��.e &eon/ 1r� Cross Street 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 De sc iption or Scope of� ©n Rte - Sq. Footage ❑ Structure Built withou er, its ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order .to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: �` ` Bldg SRA Receipt #: Sheriff [ SMIP 1 Other Date: a 5 q ,nj Total Page 1 of 2 REV 4-30-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to ,apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans,'signed by the preparer. NO GRAPH PAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. . 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (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. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! cl.� 2 �gts and installation instruction manual. U-.,- 3. 2 Marriage line information. tOi' 4. 2 Floor plans. V-`� 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). O 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these mustbe stamped and wet -signed b the engineer. El 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to app 1 fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE y LEGIBLE AND IN INK. Residential,.New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. . 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ ❑ 7. 8. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (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 en eer Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER I 0-- 2. -2-Bat&ikegts and installation instruction manual. U/ 3. 2 Marriage line information. UD,-' 4. 2 Floor plans. l2­*� 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. , ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (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. ❑ 9. Letter of intent. Cl 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. Ifyou have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET { �Z� a OWNER:osed Building : r\ ASSESSC�RRP CEL NU BE (�� Pro p g Use: m J Perit Technician: Date: Items required in order to apply for a permit. All oxes MUST be checked OR marked NA in ordleto apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑/ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 8. Manufactured homes;.,,rf!nstallation manual, including marriage line inloor Plan, Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs..!n triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Rem ining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico O Oroville, as applicable 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required........................................................................ qnO...,20: Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ City of Chico Plumbing permit.................................................................. .... ❑4"Contact Site plan and business license approval from the City f' s .............. ... .. California Department of Forestry plan approval l21'paid. S t .Planning approval for (A) Use: 0")Parking: (C) Parcel Check:....✓..❑ Land Development about _ Improvements, _ Drainage ........................ -Z 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired perm -its ......................................................... ❑ 34. Deed Restriction.. ...........::................................... ..:......................... ❑ 35. egal description, C3'M.H. Title, title search, registration o MCO ........................ ❑ 36. ether: ❑ 37. Other: q L� When issued Telephone I t and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: Date: -I 1. Index permit application for the above items nunAae ed: a Plan Check Letter il,I items required _ Contractor, signer, owner, was advised of the above data by X ph ne, ❑ mail, ❑ counter, by Date: r, esigner, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: ns approved by: Date: Structural reviewed by: 40K e: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE "(530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER P PROSED BUILDING USE 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES GSD (paid at School District Office) (form available after Plan Check) SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEE (paid at Recreation District Office) (form available after Plan Check) RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per. dwelling) Zoning $ CJ 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) A.P. #)(Pq DATE ` RECEIPT # DATE REC. r��� 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) \/ 8. SMIP '� .;5<z/ �011)1—) jb" U' 9. OTHER 10. OTHER 11. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) ®k, Department of Public Works ® C o u n t y o f B u t t e ®�. Michael Crump, Director LAND DEVELOPMENT DIVISION ®/ Storm Water Management Program 7 County Center Drive Oroville, CA 95965 Arc/ �5 (530) 266 (FAX) 53 -7 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit .and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement ILESS THAN I ACRE1 Project Description: Project Location and/or Parcel Number: Y 3 D Q l2._ By signing below, I, the project ownerlowner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: ],ess than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District.i� r/ x ! Building Department No. A.P. Number V 9-1 ' , Jurisdiction: City County Property Owner Property Location/Address E Subdivision Lot No. . .......................... :....... .... ....... _............... _..... ....................:...: Residential Development Q 0 Q Sq. Footage No of Living Mobile Home Addition/ Supplemental to (Group R) Units Installation3 Conversion Permit # a �G . -(No foundation inspection) ? .................. _.................................................. __.._ ... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Q New Addition Building Department Representative Sq. Footage (Including Exterior Roofed Areas) Date District Identification No. l o .la 3 School District certifies that (Applicant) E— (Street Address) V (Phone Number) CAA- 9 5 q 6 (City) (State) (Zip Code) has complied with the requirements of Resolution No. d3 —O by payment of $ L_ representing square feet. JAB 2926 $ FULL MMGATION $ School District Represent tive Date Paid by Check # (\ I C.. Remarks: Notice: You may protest the Imposltion of the fess Idendfled above by submtIrting a written protest to the District. In compliance with Government Code Section 66020(a), within 90 days from the date fees aro paid. Failure to submit a timely written protest wlll'prohibit you from challenging the ImposBbn of the fess in any court action. N. subsequent to the school Distrid Representative signing thb.Butte County schools Impact Fee Certification Form, the 8ehool DbMct Is r WIN by the appli c " Local Planning Agency that this project Is being revlsrred under the California t mlronma+W Quality Ad (CEQA1 this project may be subject to additional school fees to fully mitigateJte Impact on the school dMridls schools. White (applicant), Yellow (building department), Pink (school district) feeforn.)b (10/03)dmm BUTTE COUNTY, DEVELOPMENT FEE CERTIFICATION FORM FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) (-,)LQa - X36 (CJS Building Permit Number Property Owner (s) i - Project Location /Address ` ��d 1 Subdivision Name 0 Assessable Sq. Ftge l Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: V Building Departmen( representative Date ❑. FRRPD 0 CARD ❑PRPD ❑ DRPD certifies that: -. Applicant Name Phone Number 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: and Park District Representative Paid by Cash: K:\FORMS\BUILDTNG FORMS\park-rec standard form rev Ldoc per unit for a total of $ per sq foot for a total of $ Receipt No: BUTTE COUNTY PERtMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION -tiv 16mos 05 - (v,��} AND SUBMITTAL REQUIREMENTS BP 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BIN # OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION OWNER Name Address��r/�'��%�� City6.1GG State�j Zipj�C`�� Phone Fax E-mail APPLICANT NAME CONTRACTOR Name ed m I ffi4u- I'C�. , Address 3..o v� City Fax State Zip Phone Book Fax -� Z 0 E-mail Planner Lic. # Clas. APPLICANT NAME ARCHITECT/ENGINEER Name City , DUi/�� Address ZiP5f5 - City Fax State Zip Phone Book Fax E-mail Planner State License Number APPLICANT NAME Name Address -/7&0 47k7 11.6 -Cv'� ' City , DUi/�� State ZiP5f5 - Phone✓,5—�M Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning Flood Zone SRA Yes No ❑ Structure Builf withou ertnits Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS LOCATION AP#���--1�2.� -OGO •-CDU Property Address Cross Street WORKER'S COMPENSATION Policy Number Carrier r hiring anyone other than license contractors, a certificate of worker's ompensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Des c iption or Scope of Work: Sq. Footage ❑ Structure Builf withou ertnits ❑ 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. Ret d by: Amount: `\ ( Bldg Cr SRA Receipt #: Sheriff SMIP Other Date: �.(la. �- 1/ Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 4-30-04 CDF FIRE SAFE REQUIREMENTS AP# 069-120-060 PERMIT # 05-1078 NAME Salberg Under authority of Public Resources Code Sec. .4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X) Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. Pq Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet.. [X] The length of vertical curves in roadways exclusive of. gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot' :traffic lane and unobstructed vertical clearance of 15 feet along its entire length. pq Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where - a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. C D F t Yom' Setback for Structure Defensible Space c [X] Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for r in these standards, annual maintenance must be provided for by the landowner. r [ ] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center. of the road. [X] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. I [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local_ jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. E Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A or B roof R ✓ Enclosed eaves E Q U I R E M E N T [X] If Building Setback is Less Than 15 Feet — ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D o Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from'the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire'Department approved materials [] 06/16/2005 Date Darren Read Signature 0 CDF FIRE SAFE REQUIREMENTS AP# 069-120-060 PERMIT # 05-1078 NAME Salberg Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit.,These requirements are minimums and may be superseded by Butte County local regulation, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Drivewav Standards [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of -50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. Alt driveways shall provide a minimum .10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. jX] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in 'length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. c D F OFA Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To.ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access"and utilization of the defensible space provided for in these standards, annual maintenance must be. provided for by the landowner. [ ] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings. from all property lines and/or the center of the road. [X] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building • permit inspection. .Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A or B roof ✓ Enclosed eaves [X] If Building Setback is Less Than 15 Feet — ✓ Class A:or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback o Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback o Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry , o Masonry Veneer o . Metal o Other Butte County Fire Department approved materials [] 06/16/2005 Date Darren Read Signature SHEET OF BUTTE COUNTY PROPERTY RECORD Assessment Fee Number f • f Book Page/Block Parcel NAME 0ee0 NAME ' 1 SITUS 43c) br Do iaoq Event Date ZONING 1-,7-r- I City ❑ County ® Assessment Year 700c) Zoo 4 UTILITIES -SITE IMPS. Date Zi✓oc'10 o /0,q Electricity: Yes ® Telephone ® Appraiser 'b6 33 Tc. 3 6 Gas: Public ❑ LPG ❑c None ® Use Code RAJ , z y r Sanitary Swr: Public ® Indiv. ❑ Dwelling Units I / Street: Conc. ❑Asph. ® Dirt ❑ Gravel ❑ Building Class Z�4 C� yYti4 epT M4 Street Lights: Yes ❑ No ® Bedrooms C & G: Yes No ❑ Baths Sidewalks: Yes ❑ No . �] Effective Year 193 a 3 SITE TOPOGRAPHY Area of Residence Level ® Rolling ❑ Other ❑ Car Shelter Yes ® No ❑ Yes No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Slopes: Up ❑ Down ❑ S -S ❑ Misc. Buildings p At: ❑ Above Below Eprade -Pool Yes ❑ No ® Yes ❑ No ®, Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ View: ® Of: Gals' LAalese- Phy. Char. lChecked lChecked Mr lChecked ❑ IChecked ❑ lChecked ❑ Checked, ❑ WATER MARKET DATA GPM: Depth: Comparable 1 Sate ��p�5�?cE Public ® Well ❑ Ditch ❑ Comparable 2 Supplier w:b Comparable 3 Aerial Photo Year' Sale.Date/Price $3000 /odooaY Topo Map Year- PRIMARY BASE SECTION Soil Name Index Acres Base -Year Do iaoq Event Date 09-21-515 o 0-7/03 Land 30 0ary 3�' oma Structural Imps. Zi✓oc'10 zi evo _ Growing Imps. Fixtures Personal Property Avg. boil Kating I ISECONDARY BASE SECTION LAND REMARKS: I Base Year t •� _ _. _—_ NAME J C1 t e� �- %" r -'-�~�-~" ' � i � NEIGHBORHOOD & SITE DESCRIPTION ! BUTTE COUNTY CO PROPERTY RESIDENTIAL PRO ERTY RECORD � __- - - � ' • - _ .- - PROPERTY LOCATION: ���Qi%�•• ACX _ TRANSACTION RECORD USE TYPE LAND VALUE COMPUTATION A. P. N. ,/01-4,1c Book Page Parcel / / i _ LOCATION Urban - ❑ Suburban ❑ Rural ❑ Date I Price ; /-iJ /7u o �iN /Seller & Buyer SCL'e �p E%G I��S.?/9'7% - Source & Date s!.%��-i G"� .3-7� Single Appr. Multi-Sgl. Year Width. Mod. Unit Site Total . Area Fact. Value Value Value +/ '❑ Foothill ❑ Other ❑ PeripheralFthill /7Go0 ( Duplex /97s ,/1OB.+ /6) SOP /OS On '3 Apt. SHEET . / OF y IMPROVEMENT MIX Flat 160 Use Code: /d 7,"( 7- Homogeneous ❑ Helerogeneous ❑ rourt - 161 Sales Area Code: Predominant Use: Res. ❑ Res.lncome ❑ I Motel - 162 Appraiser No: 4C Com'1. ❑ Indus. ❑ Agri. ❑ Profsnl. ❑ CONSTRUCTION RECORD CDU RATING Res. -Apt. 163 Incomplete, P.U. 19............ - UTILITIES -SITE IMPTS. _. rlPermit d No. Item - - - - Base APPr. Amount Date Year Year -- - — - - - ---- Age Cond. De,sir. Ufil. --- ---------- No. Units - 164 Zoning: n /` 1 T �I 165 Zoning Conformity: Yes ❑. No Water: Public ❑ Well ❑ .Ditch ❑ -- --=— REMARKS _F 166 Use Conformity Yes ❑ No . ❑ Electricity: Yes ❑ No ❑ ,� �y600 ,11,77rV,vo, /7M /�/1; �asr✓/res>. 167 Bldg. Class: Gas: Public ❑ LPG❑ Nona ❑ . 168 BR: 1❑ 2❑ 30 40 50 Sanitary Swr: Public ❑ Indiv. ❑ 169 Baths: 1 t/2 3/4 ❑ 2 ❑ 3 ❑ ❑❑ Storm Swr: Public ❑ Natural ❑ - 170 Base Year: Street: Conc. ❑ AzPh. ❑ Dirt❑ Grovel ❑ i1 - - - - ._ - -._ _ _ _.__... - —.-._..,_. �.�. '- 171 'Xre.7— "•"p'"'�' St. Lights: Yes ❑ No ❑ ( RCLND COMPUTATION 172 land Type: 'Lot Acreage'❑ C & G: Yes ❑ No ❑ Sdwlks: Yes ❑ No❑ LASS: 'AppRAISER & DATE: 173 .Garage: Yes ❑•- No ❑ 174 Pool: Yes ❑ No ❑ 1 Item Fact. Area Unit Cost Cost Unit Cost Cost Unit Cost Cost ' TREND First Floor SUMMARY Improving ❑ Stable Declining ❑ �econd Floor r��ixxT - Assessment Year 19 7S 19 7� )P"' 10 OCCUPANCY Appraiser ­Ioew Owners ❑ Tenants Mixed ❑ IGar. A - D - F Date �� 7� P-frt. R.C.N. GGaD A6�' 57 / MAINTENANCE P -rear R. C. L. N. D. 6� 0O -' E G . A F P P. land Value G� o .. Patio Total Summation TRAVEL TIME & DISTANCE Comparable 1 + _' or = Shopping. E ' G A F P f AC Comparable 2 Schools: E G A F P IFP _ Comparable 3 Core: E G A F P it. Extras I Listed Price / P[mbg• Extras Sale Data SITE TOPOGRAPHY Misc. Extra: TOTAL PROPERTY APPRAISAL Level ❑ Rolling ❑ Other Flatwork LandSO a �Q t7 C) At E]Above F-1Below [3 Grade f Improvements �•� O'a t, 1_ 0 Slopes Up ❑ Down ❑ S -S ❑ Total Prop , /o� /q1tr View ❑ Sector ASSESSED VALUES R.C.N. land LOT TYPE I % Good Improvements Corner ❑ Interior ❑ Key ❑ -Cul-de=sat Total Property I 1/lrsc. R.C.L.N.D. Entered -' r t1otal R. C. L. N. D. t I COUNTY OF BUTTE D`e'partment .of*1`6bli,4� Works BUILDING INSPECTION RECORD Zoning Setback L r '� Forms Foundation Piers & Girders Fireplace Rgh. Plumbing Bond Beam Lath & Plaster Rein. Steel Gas Piping & Test Found. Vents Framing _� --� Plmg. Topout Rough Elec. Wtr. Htr. Furnace Kitchen Vent Firewall Garage Vents Sanitation & Water ELECTRIC GAS BUILDING Temporary Temporary Cert. of Occup. Final Final �g Final DATE 0 REMARKS OR CORRECTIONS COUNTY OF BUTTE,. —. QEPAQTMENT OF PUBLIC WORK Telephone: 534-45410c;q, 46 S 7 County Center Driyc='brovilie, California 95965 �,/jL� / APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above -men ' ned property for inspection purposes. /J9 17--Y X �L Date Sig ture of Permitee or Agent Receipt No. —'%D G `S, -a White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS Building permit expires Date _4_111 ,,..� BUILDING Owner ' Dt, �1 ��, SQ. FT. OCC. BUILDING VALUATION Y o �f'elfo Mailing Address Z �t%d✓`� / It Telephone No. Fireplace Contractor o Mc v Total Valuation yV Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ /,5— � $ 4L ,- �y Building Address O PLUMBING No. @ FEE PERMIT FILING FEE $2.00 �a Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 01 A. P. No. a (o Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fe vn+-t tron Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA I Parking Plans Parcel Declaration parcel Ma R/W P Improvements p ovements Lawn sprinkler system 2.00 Bldg. Plans Recd Parcel Approval Plans Apval Permit Fee $ $ " NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER �� ELECTRICAL No. @ FEE , PERMIT FILING FEE $3.00 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family ❑ Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures balLO Receps., switches & fix outlets 15 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp.or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring I am exempt from the Contractors License Laws of the State of California. LdNMECHANICAL Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. r( I have placed on file with the County of Butte a certificate of i� Workmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. ' No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ %� authorize representatives of the County of Butte to enter upon the above -men ' ned property for inspection purposes. /J9 17--Y X �L Date Sig ture of Permitee or Agent Receipt No. —'%D G `S, -a White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS Building permit expires Date _4_111 ,,..� '. Ci PERMIT NUMBER _ B lol6—%3B h • P E P( PERMIT EXPIRES OWNER Oro Ridge Properties •)'CONTR: C & I Engineers & Contractors LOCATION (A.P. 34-63-1 80 Lodgeview Dr., Oroville r r, ,a 1 �� -, . r ;� DATE REMARKS OR CORRECTIONS COUNTY OF BUTTE Department of Public Works BUILDING INSPECTION RECORD Zoning Setback Forms Foundation Piers & Girders Cdt //<S '-'%J Fireplace Rgh. Plumbing Bond Beam Lath & Plaster Rein. Steel Gas Piping & Test Found. Vents Framing r Plmg. Topout Rough Elec. Wtr. Htr. Furnace Kitchen Vent Firewall Garage Vents Sanitation & Water ELECTRIC GAS BUILDING Temporary Temporary Cert. of Occup. Final Final Final DATE REMARKS OR CORRECTIONS COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS /to ��7 County Center Drive" — , Ofbville, California 95965/ Telephone: 534-4541 � o APPLICATION AND PERMIT authorize represen ativ of the Countt of Butte to enter upon the above-mentioned oper for inspectiofi purposes. X Date -14 Sig lure of Permiteee or At Receipt No. /0 4 SV / White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY Date Building permit expires Date ..._. BUILDING OwnerSQ. i FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor , yt� ��_ tal Valuation Permit Fee Mailing Address - 6�� �'�s f— Plan Checking Fee &/or Penalty phoNo -.?S./q4,)-"Permit Fee $ Building Address (% �,! PLUMBING No. @ FEE PERMIT FILING FEE $2.00 Each Trap 1.50 Repair drainage or vent piping 1.50. Water piping 1.50 Each gas water heater or vent 1.50 f A. P. No.. — 4!5' — / A,- Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees W.C. Sanitation Fire D�atrc, Fire Zone Use •Permit Building sewer 5.00 EQA Parking Plans Parcel DeclarationP l Ma 60' R/W ImprovementsLawn sprinkler system 2.00 BId�Py I� Parcel AooJ—_ PI s proval Permit Fee $ $ NEW ❑ ADDITION UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (morethan 12) Single Family ❑ Duplex ❑ Mobil Home Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures pol__ d10 Receps., switches & fix outlets bFa CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business& Professions Code der the name style of: i '� ,STe�IypD Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation +2.00 Hood Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relati g to building construction, and hereby TOTAL PERMIT FEE $ lJC authorize represen ativ of the Countt of Butte to enter upon the above-mentioned oper for inspectiofi purposes. X Date -14 Sig lure of Permiteee or At Receipt No. /0 4 SV / White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY Date Building permit expires Date ..._. i` E PERMIT EXPIRES 60— r.OWNER Oro Ridge Properties F, rCONTR: C.I. Engrs..& Constructors, OroyillP ,LOCATION (A.P. 34-63-1 t' 80 No. Lodgeview Dr.y Oroville \ �N �. �� -� \ �N COUNTY OF BUTTE Department of Public Works BUILDING INSPECTION RECORD .i , _ Zoning _ Setback Forms Foundation Piers & Girders Fireplace Rgh. Plumbing Bond Beam Lath & Plaster Rein. Steel Gas Piping & Test Found. Vents Framing " ��% Plmg. Topout Rough Elec. Wtr. Mtr. Furnace Kitchen Vent Firewall Garage Vents Sanitation & Water ELECTRIC GAS BUILDING Temporary Temporary Cert. of Occup. Final Final Final DATE REMARKS OR CORRECTIONS COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 0 � �� 7 County Center Drive —., Oroville, California 95965 i Telephone: T34-4541 APPLICATION AND PERMIT author' representatives of the County of Butte to enter upon the above a tioned property for inspection purposes. �_- Date Signature of Perm%ite or gent Receipt No. " 4D9 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By T�.� tf� - Date�4� Building permit expires Date 1�; :!FZ_� BUILDING Owne )S;U� SQ. FT. OCC. BUILDING VALUATION - 0 O Mailing Address Telephone No. 6 Fireplace Contractor Total Valuation o Mailing Add ss � Permit Fee 6, p a Plan Checking Fee&/or Penalty Telephone No. Permit Fee $ n `V� v 29 $ n 6�6 Building Address J PLUMBING No.1 @ FEE PERMIT FILING FEE J$2.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No.--� — Z & Zoning Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fies I WO./C. I Sanit� Fire Dept. FireZone Use Permit Building sewer 5.00 EQA Parking Plans I Parcel Declaration a Parcel Map' P 60' R/W Improvements P Lawn sprinkler system 2.00 .0 -/Bldg. Plans Recd I Parcel Approvol Plans pprovol Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER fg ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 a ain service incl. 1 meter �j Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) (��} Single Family Duplex ❑ Mobil Home Others ❑ LK Range, Cook -top or Oven . 1.00 Water Heater or Space Heater 1.00 Light fixturesbal�IiO Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of 9,ilifornia Business & Professions Code u der t e name style of: ,yr n Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. `2:70 7C_ Classification Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. �j I have placed on file with the County of Butte a certificate of y� Workmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ bC author' representatives of the County of Butte to enter upon the above a tioned property for inspection purposes. �_- Date Signature of Perm%ite or gent Receipt No. " 4D9 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By T�.� tf� - Date�4� Building permit expires Date 1�; :!FZ_� COUNTY OF BUTTE.--. - D-EPARTMENT OF PUBLIC WORKS 7�0� / �j 7 County Center C ive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND- PERMIT authorize represen atives of t County of Butte to enter upon the above -mention d p operty for i spection purposes. X Date •3 /1_r/� gnature of Permitee or Agent Receipt No. Zb L! 7,47 r" White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date7_3 — 7 Building permit expires Date3'Z' 3 --75l BUILDING Owner /40 ' d �� Jan SQ. FT. OCC. BUILDING VALUATION -e Mailing Address O�vilfe Telephone No. 3 -pis Fireplace Contractor ^-- AN A— Total Valuation .Mailing Address X7, p S� t� . :2 7Plan Permit Fee Checking Fee &/or Penalty Telephone No. v�3 ^! Permit Fee• s Building AddressO ��J y Address/p. PLUMBING No. @ FEE FILING FEE $2.00 Cp Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. 34— fo (,f/j Gas piping system 1 - 5 outlets 1:50 ,� O ach additional outlet . .30 4 ni on Fire Dept. Fire one Use Permit Building sewer 5.00&,_ EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W Improvements P Lawn sprinkler system 2.00 Bldg. Plans Recd I Parcel Approval I Plans Approval Permit Fee $ $ /O qY NEW Lam" ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 0} @.p Main service incl. 1 meter,, --DA —_ --Z) Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family ❑ Duplex ❑ Mobil Home Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures ball 10 Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: / a 1 �i�/c�iNGSLsQS l dA/ �T/1c1GTDi11' Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 S, Temp. Power Pole 5.00 a License No. Classification Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑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 Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ authorize represen atives of t County of Butte to enter upon the above -mention d p operty for i spection purposes. X Date •3 /1_r/� gnature of Permitee or Agent Receipt No. Zb L! 7,47 r" White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date7_3 — 7 Building permit expires Date3'Z' 3 --75l Dec 22 03 12:26p . AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded • o 26 -Apr -2005 2005-0023533 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT S:ction 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building perrnit. 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: Date 'y' o - O's- PROPERTY OWNERS: Z State of California ) County of ) before me, personally appeared rjG4 Iinewn-te-we (or proved to me on the basis of sathfactory evidence) to be the persons) whose name(s) 49/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in Ms/het:/their authorized capacity(ies), and that by lhiv%er/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 officepl seal. Signature —' Seal: KELLY J. REESON 9 (% COMM. # 1336087 L) A P # NOTARY PUBLIC -CALIFORNIA BUTTE COUNTY 0 COMM. EXP. DEC. 22,2005'A >'`'0712005 14:12 FAX 530 899 9531 FIDELITY NM IUNAL fIILE Order No. BU -210615-3 AM Description The land refereed to heroin is Situated in the. State of California, Comty of Butte, and is descn`bed as follows: .. TFM PARCEL 1, AS SHOWN ON TEAT CERTAINPARCELARC OF �RECORDED I MA, ONSEPTHE OMC OFI RECORDER OF THE COUNTY OF BUTTE, IN BOOK 40 OF MAPS, AT PAGE(S) 11. Al?N 069-120-060-000 Description: Btatte,CA Document-Year.DoclD 2003.43916 Page: 2 of 2 Order: Lala cont: �rtt. r j1• t' , . .�, I �r �� � I P � �Ye o, y � r � • - ' s r _ 1 � I r O/ P, COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Orovi lie, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT autrrunce reNre5entduve5 or ine county of butte to enter upon the above-mentioned property for inspection purposes. / X `- 1-3/Date = r 5 gnature of Permitee or Agent Receipt No. Ian L� Z-uL� - _ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS T.( :�.1 BY Date � - 7 7 -'1:uild n, nar--2t w -Ares Datc,3 BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address F Telephone No. ' Fireplace r Contractor r - -,- ' Total Valuation Mailing Address �;' , ; Permit Fee Plan Checking Fee&/or Penalty Telephone No. _ Permit Fee $ $ Building Address PLUMBING No. @ FEE PERMIT FILING FEE $2.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 e A. P. No. �- - i. ;i — '� .' '•?7-, r Zoning &,Planning Gas piping system 1 - 5 outlets -1.50 Each additional -outlet .30- Fees W. Sanitation Fire Dept. Fire Zone Use Permit Building sewer 5.00. EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W Im rovements p Lawn sprinkler system 2.00 V. Bldg. Plans Recd Parcel Approval Plans Approval Permit Fee,.�� NEW Q' ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. FEE ' PERMIT FILING FEE r. $3.00 3, e--'� ' Main service incl. 11meter -" Add i ti onaC meters, each 1.00, Sub -panel (12 or less) (more than 12) Single Family ❑ Duplex ❑+ Mobil Home ❑' Others ❑ Range, Cook -top or Oven 1.00 J Water Heater or Space Heater 1.00 Light fixtures b—al L610 Receps., switches & fix outlets 2U1125 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: T %. e � le i�h;t sn S (e.+/ rl)"I. 1/1 s Hood, Ex. Fan or F. A. Furn. Motor 1.00 Evap. cooler, gar. di sp. or D.W. ,1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 S. •� Temp. Power Pole 5.00 � n f License No. Classification a i Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ //, ,; $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ®"I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑ 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 Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above " information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ autrrunce reNre5entduve5 or ine county of butte to enter upon the above-mentioned property for inspection purposes. / X `- 1-3/Date = r 5 gnature of Permitee or Agent Receipt No. Ian L� Z-uL� - _ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS T.( :�.1 BY Date � - 7 7 -'1:uild n, nar--2t w -Ares Datc,3 SITE PLAN REVIEW APPLICATION Date• `� dS AP# 1,41 –06 O Permit Number (if applicable) %K APPLICANT -INFORMATION Owners Name: Owners Address: Telephone No.: Situs Address: Jc — Proposed Use: Residential ❑ New Single Family Residential Single Family Addition Mobile Home — Residential Acc ssor ❑ rY ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential Parcel Sizer IWi!�� // i ❑ Single Family Remodel ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel 4 ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved' - By Date J �`�,4 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: I ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required)jc> SRA - (CDF to determine specific requirements) ❑ 100-Yea'r Flood Plain: (See attached) Flood Zone: Flood Panel No.: IndexDate:9for! ElSacramento River Reclamation District (Approval must be obtained from the aReclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance —-------- --------- —--------------- —---- —------ --------- —--------- -------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: kT-- I GP-t�r2 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front �� 11 Side s Side Street Rear 5 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Applicable Development Fees: Standard Fees ❑�.r* Fire-: -t ❑ School* ❑ Parks/Recreation ❑ Roads ❑ . Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road. ❑ Thermalito Impact ❑ Other --------------------------------------- Subdivision Map Special Fees Amount�' = ..Formula ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal -Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: EJ No ❑ Yes Comments-. ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: J Map Date of Recording: .3 Lot: G L t ❑ Use Permit/Minor Use Permit Permit Number: Book: :�VO Page: f Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa Page 4of5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:UArrys\BuildinD Permit Site Plan Reviewl.doc Page 5 of 5 TP lU /�� �/�2--S77 w 6 . SURVEYOR'S CERTIFICATE This mop was prepared by me or under my direction and was compiled from record data and is based upon a field survey in conformance with the requirements of the Subdivision Map Act at request o} S01rT,1fgyN A _IF%V.",_FINANQAI_ CORParjATIQ[!__ _ on _ L41Y_ _.Fz — ,1971 . I hereby certify that it conforms to the approved tentative map and the conditions of approval thereof; that all provisions of applicable state law and local g ordinances have been complied with. 1 Qwa.Gr�ir-.' a e; ,.4 L• COUNTY SURVEYORS CERTIFICATE This mop has been examined this Jai doy of—�1. --, 1971 , for conformance with the requirements of Section 11575 of the Subdivision Mop Act. CC`A�y BERRY C.E. 14224 DIRECTOR OF PUBLIC WORK5 RECORDER'S CERTIFICATE Filed forecord this_40 day of ' — 1971 , at%•Li—Lm. in Book—�Z0 of Parat Poge—/�_, at the request of COOK ASSOCIATES: County Recorder Serial No._JALZ—.— by ------------ Deputy The basis of bearing for this survey is the westerly line of the N.E. 1/4 of Sec. 12, T. 19 N., R.4 E., M.D.M., as N 0" 54' 37"W, as shown on the Mop of Kelly Ridge Estates Unit One, Book 38, at pages 5, 6, 7, 8, 9 and 10 of Butte County Offical Records. Set Iron Pipe 9 Tog marked R.C.E. .13062 shown thus: Found Iron Pipe shown thus: r Butte County Centerline Monument e PARCEL MAP OF PARCEL ff ff A OF KELLY - RIDGE ESTATES, UNIT ONE 'IN THE EC RE 1/4 OF S12, T.19E., R.4E., MDR BUTTE COUNTY, CALIFORNIA COO ASSOCIATES ENGINEERING CONSULTANTS OROVILLE CALIFORNIA SHEET I OF I 1. e. c[c oar o•u• ..Tv <• Ean ICA 616 OF REAR/.✓GS A& R41LS c{( 9f4Pi.✓.> — WN JOv✓!YH nk n21TErcY Lc✓f of -mu 3 RE>✓/EE.✓Fd/L/O zM M/whY AS i�bkW W&V AS SOUT tN°SA,oeeE 9TA1 /•CB/Pt). gePtst w 7.05b d(A'G9 TPR 7S4 RrMNV.J.a —&—Y— RYm —14 >(( P-,, a OS S.HN✓ �RInK>i OFMIM PARE Sl /P! idi W'<R R.C.(NOY/R)/AI /a 9- /12-- ,LOC4T/OA(MAP Q-CdLC✓L4Tfn roLE !(T -S(T R4l )4F4fn c.9. 40A5 .tbrm lM F-MfISUR(O /(I-4aM 51 u, I= 3AM 9 A� T✓H wuv srbhlre eew�dP✓u.Je os GRM p8 / 'a'oo .°LnPincmodoPPeviin s✓TT/fR[n' e \\ !�, �� % / w./ �u<Txifza�(c aM<e�eu.ra>/rf \ 4.,e•.o'aa• w'<P �+ LOT / ' � c aoni. lir.<ToaY<rar 8 / 3`7 // / W'u rc(<3oarvii I dik milk 9/fE/ PgRCEL C A3Sli0{✓L1�/ /TQO/146t7iMAP1, PQGES?. A6 LOT /8845 sAbAl✓/, *ow:rs Oo, M4O9,P.4LCE9, A/'O.—l1O/i/OFSECTiOA//Z<7D0411/o ��:��.0,..6`� ��\ `�\ % /4.✓o,Pr</,.P.4.�E4E.asT,Ayn.M. /A!T/•J6' uM.✓co. mm-ire,?arreaarffameoakW,, eaL/F °"�evcru�°�' \� �Q�!/ v� LIELL✓.P//�'E.PfC•PEAT/Or✓CLUf�/�. ?E lRO Od M OF VWAICR N/P /9 qE/Nb LYAVCU4?ENTLY QECO?OPO /N THE oFf/Gff Q� THE BUTTE COUNTY gFC040EQ UNSER 4AWAL A/LIAf9EO 9'S' su?vEYo? 5 STATEWA/T COutiTTr su?vEro?'s 5TDTEMl-W QECO?/>E?5 CEQT/F/CATE n n T4Pr MOPIVdSPAE/MPEO 9YME00 UNDER MVA/BELT/ON ONO <� L✓(a T� M<Pq✓o IT i11✓+1>� <✓Rb f4Mfi!<>/N!/RLOO✓IniC F/L FO TN/S �dOdY Of FE'9 Mq'1 dT�'O. M. /N K—_� 1i H fM>EO UPONA F/CLO SUR✓EY /N GONFOPMONGE M'/TNTNE?<yU/ ^tw/ M`n4NYAPPPo 4c sfR4>iaV t✓(RCa�, 4Lc w a/C Pi0✓HLO✓! d MENTJOFTNE 6U9O/V/9/ON MOP OCTONO LOCOL ORDINANCE OT<AS[on/"vP aCT 4� cac4c pane✓ 4PP((.vR[f 4T p/C MT Ne/PPO✓e[ 900K.(��OF Md//9 dT PdGE//i OT THE REQUf17 THE DPOUE9TOf (+/ ✓<n ONMPT /99f./NEOEOY STATf O/f?N/eT[dfnf(<aL RtaJeta �<f �T✓4.✓O I4M >4TnI GO A//T A/.>MaPH OF ROiV G/7AV�S CIVIL TNOTTNA/POFGELMOP/U<fJTON)/O<LY etWFORMS>O >ve eswmvED m('Y��L'Y^k�(': ENGINEERS LtPL]WO/1/ONA[LY4A�R0VlO TENTAT/YE MAP. /F ANY. TNEAMV//MENAS SE?/dL NG 9i-4982 LANG & assoclat¢s KNOWN NEPEM•dRE OF>7VE CNAPOCTER AND O[[UPY THE PIO9/T/LWS ,/' A JE�uiA%SE SURVEYORS /NO/CeTEOAN/JA?E/N AfeCE ANO OR��/t//ffici�y T ENO/XE TNff NAL-- �y� P.O. BOX 986 OROVILLE,CAL.95965 ` SUN✓EY >q .lI RFTA'ACffO. '1�L:w.�v1'd•�•(NA}� W/LL/dM CNEFF ?CE /Q1r5 � "' 3 A o . o.veY Pcs eoff3 ndrfa: La°%/i�93 coavry 6Udwffro pea. fXP i/fl V NAL FA. (916)534-9587 y,.�, aopaJ,6� SL/?I/E1�0? 4 4T.4TEMEA/T rdis dA/TY .P!/R✓E)/O?S 4TATEME RECT/O.� / NA✓ MiA/CO T/V.W MAP ANO /T H 4(/9STANT LY TME NCE SAME A9 AAEO ON THE TFNTAT/VE f4P ACT37�- AP RDVEO A7/ON TNCREQ� ALL OF PROY/J/OA(9 Of 7NE Jt y0/V/ /MAP q^T ANp Lp L10D/NANCES APDL /CA9LF AT TN E OF APP AL O/ TAG T!!w/TAT/� 'SP0✓EO MAP NA✓E 9EFN C10MPL/ /TN / AM JAT/pl/Ep TNA7 T.t ANy MAP M TECNN CALLY CO iAT6E �PGOCE L'OTEO TO gE ~orfs• ..I n!✓ic oiirdro. �s•sncic�✓c. RlYJ'•/K C� /ptnp✓ rtJ Puq<,C JiV Tiv✓ 91NI4. ➢.)O!✓6cOnME.✓ o//✓<yl rorlf[J /✓ita Ou, l'1M/✓lCT.D</Ja, M[/! ,✓AT/ ,e �I „n/i'av✓r l.cvs,<(saaA,•fo•a✓naa a..•rx/ ert� a uarahs ra+edaaln«.tr..mrAeeEb! m r,c✓w.eri . r✓,�! ✓ac.r ✓e e<�nw.k, nac,✓e m mo r�.v���bs,"rR�oPrm✓���� soe/ FA''kl T.lra r.rl,Nyrrr✓dq u.rlo✓as.L�u .r, <�GPA20a//DJiIY QIsA'<OKMQN.I(OJf rt/.KJ. rte. e.�r <ar gae.J J.w< A,r,Y.�,./„a �✓ 4. )TiJESE RM 7 -Ile OROKLE Af4, I-RAf7riC IA 9EC rA2L�S Q4,O0VNER6AEEEMM 70 lSffaq'&7e 0,FLJg=7pA , ARMOS TO PAY 944^,V rRANSPoAgTrrN MR4Cr M/T/P,AT/ONFEE6 ASM/V AC,MPoSEO AyANOPO/Nq/.KE OF OENfRgG AP.q/CAT.ON 4LNPTEO AY THE 90AR0 OF 6U.4 R✓/sOPS AF THE LLY/NTyOF9UTTEAB TO OMrCR6. T/GNAW GANO USE ENT/TGEMENT r"16wEO ANO APPRO✓EO 9V7J✓ECOL/Nr✓ /T/S U.VOERs7g00 TA,(vr SUC.'/FEES Ss/ALL %/�1ERTS/TBO gy TNEC ,VrY INTO q SEPAROTE ✓'47e LG{%NTyi7/Np L/MITE.O TO USE FUR THE //V7eA1,;.i0 N'PoSES a' M,TIG:ATW,9 'IMPACTS 6VTITi /E 2CV6RJR=r.0V S VSTEM W/TN/N TNF @07V/G4E.0REA LANG 416E P14N AREO, /V gLCOROA.tKE W/T✓ THE ACREEMF.VT 54AIC0 MARCN,C! /992 9YA?G.MT67DN A.VO /CF MerN WELD, Z. 5)OE✓EGCWNENTOF T•dESE AORCELS' W/GG RE V//RE FFES V,9-1,9411) R7 T/JE FEATHER RNER RECREA7J0/J ANO PgR/(S O,JT PRIOR 70M6414NCE OF gU/Gq/NC PERM/TS. n(y ,PP.*,oa/.c roar ekir a.f rAeaina'lrc.✓rn�wrrio<l, /r ror n4 Ani A14 ­v d., A.Vl ..�oro�T� ecs.or o gE/,t/l, P�CEL'C"033�/os✓•F�/.f/RGb/(4GOPALOPS, P,eEES1.dt///JLOT/aR.PSSt�olddir/Rgo/!46 OF MAPS,P4GB9, ,4I -me Al OF'SEerlml /? TO!✓,dStl/P /9,clmrI, .PaWw-fE•4ST, v../,tM. /[/17Ie I1A11,,(1WWIVIWr0Zl,4,M50OWAM TECGv/,ftl ,e4Z. .i'�uYErase,rEarfoT�cu/cwR Ale. ? 4 4TATEMENT AlAnti /a( Kin *^9 , AT PAla'61 (9) T 7ME RE<IUES7 CIVIL ENGINEERS p LANG ca oA Adne9 - SURVEYORS roc:"rr RE g P.O. BOX 986 OROV/LLE, CAL. 95965 Dept Ph. (916) 534-9587 { 1 ` 069-120-060 t 06-1531 s: SALBERG, ARTf- NOTESt 430 LODGEVI& DR, GROVILLE } .Ycont: ART SALBERG' CO 1 - GARAGE -DET RESIDENTIAL APN: Permit No. ' Owner. f . Site Address: i• Contractor. Type of Permit: i. i SPECIAL CONDITIONS CHECKED BY Q SRA Q FLOOD CERTIFICATE EQUIRED Q FIRE SPRINKLERS REQUIRED ` 0 SPECIAL INSPECTION ITEMS 0 VERIFY ` Q USE, PERMIT CONDITIONS 0 SUBSTANDARD HOUSING LETTER t Q ENCROACHMENT PERMIT l Q REINSPECTION FEE PAID 1 0 ENV HLTH CLEARANCE 0 1 DATE JOB FINALED: r SIGNATURE: Jn D�✓�: s BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT'NO. BP061531 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/28/2006 APN: 069-120-060-000 the Business and Professions Code, and my license is In full force and effect. License Class : License Number. Site Address: 430 LODGEVIEW DR ORO Date: Contractor: Map Index: OWNER -BUILDER DECLARATION Description: garage 650 sq.ft. I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a SALBERG ARTHUR & COREEN permit to construct, alter, Improve, demolish, or repair any structure, prior Owner: 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 430 LODGEVIEW DR the Contractors Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom and the. basis for the alleged exemption. Any 95966-3954 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars ($500).): I, as owner of the property, of my employees with wages as their sole compensation, will do the work, and the structure Is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an SALBERG ARTHUR & COREEN owner of property who builds or Improves- thereon, and who does Applicant: such work himself or herself or through his or her own employees, provided that such Improvements are not Intended or offered for sale. If however, the building or improvements are sold within one 430 LODGEVIEW DR year of completion, the owner -builder will have the burden of OROVILLE, CA proving that he or she did not build or improve for the purpose of 95966-3954 sale.). ❑ I, as owner. of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed , pursuant to the Contractors' State License Law.). Contractor: ❑ 1 am Exempt under Article 3 of the B e' ss and fe (o Code Date: < <�L'� Owner: WORKERS' COMPENSATION DECLARATIO I hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation Engineer: AUSMUS ENGINEERING D insurance carrier and policy number are: jj Carrier: Policy #: Total Square Ft: 650 S.F. I certify that in the performance of the work for which this permit Is Valuation: $15,600.00 I issued, I shall not employ any person in any manner so as to �j become subject to the workers' compensation laws of California, Census Code: r I and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. /) I Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest, and attorney's fees. This per it i ereby' a under appllc a provisions of the Butte County' Code and/WO ` —`1 CONSTRUCTION LENDING AGENCY P I hereby affirm that there is a construction lending agency for the Resolution to d r dIcated ove for lch fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) :� �%`—� � +� �' ro By: Date: / Name: s :' PERMIT EXPIRES ON:�(�� Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, - handling and use of hazardous materials. ' ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and slate laws relating to building construction. I acknowledge it Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representat' � of Butte Cou tyt nter y on the above mentioned property for Inspection purposes. Print Name: l __ Signature: Date: Z Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor _/ B. C. Building Permit 01-16-04 pg 1 +=OK a = Not OK r; MANUFACTURED HOMES MISCELLANEOUS - DATE PERMANENT FOUNDATION Lj SOFT -SET a ZoningSetbacks-Easements 2 Soils; Special. MH Support Sketch 3 Sewer; LoctnTest; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-DImcs-Dmd 'Amp -Concrete 6 Yard Gas; Loctn-Test Wrap Nat ❑ or LPD Inch Sz Ft Lngth 7 Blckng; SzSpaeing-Marriage Line a Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test -Crossovers -Breakers -Gimes 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs D Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/insignia Numbers Serial Numbers '-,DATE ID E C K S'C O VArR S'C A R P O RTS *G A R A G E (. /'t) -L '' F�f�+ O Z 12- e7a 1 Zonin acks-Eas en 2 F , SoilsSz-0 poem -Dnnctrs , Girders/Joists-Dcking- rc ng -Guard/Handrails :Food Awn; Posts-Seams4btrs-CnnctrsShthg. Fang-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs a C orts; Wndws-Doors cric , Sills-AnchrsStuds-Rftrs trusses g; Nailing VengerStucco-Lath Shthg-Roofing Steps -Doors -Landings ced all pnls S j� s' O DATE POOLS 4p- 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability - 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Ung; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec.Enclsrs;Con duit Entries Terminals -Listed . 7 Elec Bonding; Metal w/5'-Crcitng Egp-Htr S Elec Grndng; Eqp w/5' Crcitng Eqp-Pool Ightg Boxgs-En6lsrs-pnlboards4nsultn to Main Conduit 9 Health Dept; Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche , 12 Enclsr, Fencing -Alarms 13 Bonding, Diving board or Slide It 4e " " Pool Drawing • r - RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE IPLUMBING 1 ZoningSetbacks-Easements-FloodSlope 2 Fig Main; Soils-Elec Gmd Fig Dpih 3 Fig Garage; Soils-Steel-Elec Gmd Fig Dpth 4 Fig Porches/Decks; SoilsSteel Fig Dpth 5 Stemwalls Wain; Steel-Biockouts 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. Bolts-Joists-Vnts-Cripples 15 Ace & VnUtn 16 Insulation _ v DATE FRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders .& fir Nailing 20 Draft Stop in Wails (rat proof) 21 Fire Stops; Furred CeilingsStairs-Chasers Tubs 22 Headers & SoaiitsSi &'Bearing, 23 Hangers-PosfCaps-Anchrs-Chnctns 24 Ceiling Joist4 tr Ties-Purlin-Roof Brac-TrussShthg 25 Frplc Ties or Type A Flue=Frpic Throat Cimc 26 Attic Acc; Sz &•Rmx Prtckn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting DoorsSill Ht & Dimensions 28 Garage Fire Prtctri Framing -RC Channel 29 Prprty Line Firewall 8 Opngs ' 30 Ext Doors -One X -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrfir Ace 35 Glazing Area -Glass PrtctnSkyLts-Plastic . 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 Insuitn-W al ls-Ceilings 39 Infiltration -Walls -W ndws 0,41 DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clrncdns 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 Gmdng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz El CU or ❑AL AC Wire Sz ya ❑ CU or ❑AL 48 Range Clrc oa ❑ CU or ❑ AL Oven Circ pa ❑ CU or ❑ AL Insulated Neutral EJ Yes ❑No 49 Service -Riser Cndctrs & Gmd Main Dscnnct 50 Eqp Clrnes 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 PKctn 56 Shwr Pan; Test, First flr-Tub Ace 57 Test Tuti & Shwr, 2nd fir - Tub Ace 58 Gas Pipe; Sz & Anchrs ' 59 Fire Sprinkler; Test 60 Yard Gas.Piping DATE MECHANICAL 61 AC Ducts Insulin & Support 62 Vent Fan, Exhaust abv Insulin 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace Vent Acc-Comb Air RtrnfVent 115 Outlet 65 Attic Ace & Pltfrm if Furnace In attic DATE IFINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Cimc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Meth Prtctn 69 Bedroom Exiting TO GFI & Bath Fxtrs & Tub AccSpa 71 GFI Are Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handrails 74 Frple or Stove, Cimc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Gmd-Air-Gap-Cooking Cimc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage -Damper. 80 Wtr Htr, Vnts-Clmc-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 Insultn-Foam-looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth 86 Cimc Dmge Planters ❑ Yes ❑ No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Pimb 89 Vnts abv Roof, Pimb-Appinc-Frplc-Cimc to Opngs 90 Wtr Well, Dscnnct, Elec, Pimb 91 Ext Elec Trim, GFI RcptcWndrgrnd 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 4 a` ops o+` o• COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive 9 Oroville, CA e (530) 538-7541 CORRECTION NOTICE OWNER PERMIT 4. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work om pleted. If you have any questions pertaining.'to this matter, or need additional A /expnatcion, please contact the Building Inspector as indicated below. 7 X 2os il 4 < 0 (1111 77L n o., 15- to I o 0 Datey Inspector REV 4/05 Phone# FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 '-4 KI s ' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES " . 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE So q 0�0-1531 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Foo s T Date � Inspector J REV 4/05 Phone FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 Vo;t (AAs 7V MAGNOLIA 0 F7 THREE BEDRO09 TWO BATH, FAMLY-ROOM, BONUS FOOR (OPT. FOUR BDRM, THREE BATH) 1,789b0fl 1 T* E COUN I -RUILDING DEPAH-Tvz- W- 710 R - r,61F-04 Manufacturing est. Inc. T11LE: .1 — Aloony Dlvis-on - Plont 0972 SALES FLOOR PLAN !Q. fl. - DVE 2445 S.W. PACIFIC BLVD. U - Cir_ 18-1)4 ALBANY, CR 97321ORAW14 FILE l'lFCRw1l0'l F.,Awh 9V SMELT I -A 1 Arvr-D Phone (541) 926-8631 ALBANY DM: Fox (866) 491-6847 k 30 F9 caber 1.N0 �-s - 3 VFW P3 VP P•13/P r4V V40 V4' !'-0' 3'•1' 3'•1' Y•1 W 3.1 VP D'•1 VP 3'-4 3/4'- L 3'•3 3/4- 3'-6 3W L 3'•3 %W 3'-9 3/b' 7-1 Wl4' P•1 VP 0 0 8TAWAW CARPET GFEAr PAM DINING FLVM EEPRO" 4 4 9 LNO mm 14 43 1104W. do M461M DEPF4M LNO D-0 z 31-0 T®f1lr� C3'-V LNO Vie\ �T IW TAO• ri -r, . IW 6LAI" ea1N OFF 6v TAB, - W-r LINO OPTIONAL CARPET 1 1 701 8701°68 1QICIEN W-V OI 90PoP 78301'BP 7 (Dore 6301° 8701 6 !O1'BP (DWF P o� � Lum. W-r KW. MAIN W-V SM earl SWAP 138 x i6-0 . �T A011" LNO IONLY)1 (2 &'30 Ott Y) 13'-8' CARPET LAYOUT :% PNIEOR. PAT FOOTING SIZE REQUIRED (SQ. IN.) pQ1 �/FOOTING SIZE REQUIRED (SO. IN.) PER FOOTING SUE REQUIRED (S0. IN.) p� FOMG SIZE I�QU6tE0 (SQ. IN.) C�P �' N0 N0 Ap 1000 PSF 1500 PW T000 PSF 1000 PSF 1500 PSF 2000 PSF 1000 PSF 1500 PSF 2000 PSF (M (IBS '1000 PSF 1500 PSF 2000 PSF LBS 185. 1 2000 286 192 144 3 4000 7' 576 364 .' 266 5 6000 664 576 432 7 10000 1440 960 720 p 2 2500 360 i 240 —70 180 TM 720 ! 480 r 360 6 8000 1152 768 576 6 12000 1728 1152 864 CARPET & PIER GOLDEN ESTATE GE ONF-04 SUPPORT LOCATIONS 1,782 4-13-04 ALBANY MOM J. HENRY ) —A2 — k Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 9/2/2003 FOOTER SIZES WIND ZONE I - SINGLE INDEX PAGE RELEASE Approval MANWAM;FDROMMOMMRWAS SECTION NUMBER DATE FMDAMNSYSTEM - HIGH PIER 12 9/2/03 SAL= AND SAFETY CODA. 5== 1Wn APnWM INTRODUCTION 2 9/2/03 14 9/2/03 - TRIPLE 15 snajors 10Ccrsa?4 GENERAL INSTALLATION 3 9/2/03 SOIL CLASSIFICATION 17 9/2/03 CONCRETE INSTALLATION A!!FOltALD088 N8t Atf'f1tOR1Z808:A"MCpft8A1 PARTS LIST 4 & 5 9/2/03 OWSSIONS OR DEVIATION FROM REQU 8lUS A>!FLICAM STATE LAWS AND RBOUiATIM LONGITUDINAL DEVICES 6 9/2/03 ste4tWifands wd Davd*wW PIER HEIGHTS 7 9/2/03 CDD�9 A1ID atANDM18I� SET-UP INSTRUCTIONS 8 9/2/03 1 FOOTER SIZES WIND ZONE I - SINGLE 9 9/2/03 - DOUBLE 10 9/2/03 - TRIPLE 11 9/2/03 - HIGH PIER 12 9/2/03 WIND ZONE II - SINGLE 13 9/2/03 - DOUBLE 14 9/2/03 - TRIPLE 15 9/2/03 V -DRIVE & PIER SYSTEMS 16 9/2/03 SOIL CLASSIFICATION 17 9/2/03 CONCRETE INSTALLATION 18 & 19 9/2/03 COMPONENT PARTS AVAILABLE UPON REQUEST MA ` O D P P rte, R w .. Lq co Atlanta GA, 30336- Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. You may also refer to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system. General The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in a specified wind zone when the system is used as described in these instructions. Please verify state or local wind load requirements prior to installation of the home. The Vector Dynamics Foundation System resists lateral & longitudinal wind & seismc loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes: Nominally 12 feet to 16' feet wide- (single section) with main rail spacing of 95 inches or greater on center; multi section main rail spacing of 75 inches or greater on center. Nominal 8 foot or less top plate height at sidewalls with main rail depth of 12" or less. Maximum roof slope of 20 degrees (4.4" in 12" slope). Maximum eave width (roof overhang of sidewall) of 12" for Zone I, 8" fo Zone II Maximum pier height under main rails -see page 7. The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con- sidering that each Vector Dynamics pad has two (2) or (3) square feets bearing area. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections, other widths, or on homes requiring pier heights which are not included in these instructions, contact Tie Down Engineering, Inc. at 1-800-241-1806. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. Page 2 California 9/2/03 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the home. For pier locations in between the Vector Systems, use the normal foundation pads. LUMBER/MOISTURE - TERMITE SHIELD To cut PVC or lumber (2 - 2x4's,1 - 44 or 1 adjustable steel commpression member per Vector system) for the center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis- tance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP INSTALLATION All frame ties and diagonal straps must go from the anchor to the top of the I -Beam. See illustration below. 1. Attach frame hook to top inboard location of "I" beam. (Frame hook must be attached to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns. Page 3 California 9/2/03 Vector Dynamics Foundation Systems , Lateral Component Parts List Vector System Lateral Stabilization Block Pads #59018 - 2 sq. ft. single/double block pads with hardware, swivel straps and slotted bolts Vector System Lateral Stabilization for Concrete # 59036 - Single (only) block pads with hardware, swivel straps and slotted bolts. # 59049 - Double block pads with hardware, swivel straps and slotted bolts. Vector System Lateral Stabilization For Difficult/Rocky Soils # 59287 - V Drive System Must be used with: # 59018 - Vector for single/double block pads 3 Sq. Ft. Pad Vector System # 59271 - Vector 3 sq. ft. pad (2 required) # 59024 -Vector Lateral Hardware Kit, includes PVC adapter. Strap/Swivel Strap Connectors & slotted bolts not included. Page 4 California 9/2/03 Vector Dynamics Foundation Systems. Longitudinal Component 'Parts List Longitudinal Stabilization Hardware. Kit # 10733 - (for use with 59018 Vector System, single stack" block sets only. Longitudinal struts not included) Longitudinal Stabilization Hardware Kit for Concrete # 59023 - Includes 2 beam clamps, tension brackets, nuts and bolts. (for use with #59036 & 59049, longitudinal struts not included) 3 Sq. Ft. Pad Vector. Longitudinal System # 59026 - Includes 2 beam clamps, 2 tensionbrackets, nuts &,bolts. (for use with #59271, longitudinal struts not included) Struts for Longitudinal Systems Part No. Length Pier Height # 59016 30" up to 2 Blocks # 59012 39" up to 3 Blocks # 59013 44" up to 4 Blocks. # 59014 53" up to 5 Blocks # 59015 65" up to 6 Blocks PVC Adapter Bracket # 59281 - For use with Schd 40 PVC Center Compression Strut # 48612 - Single Section, 62% 108" # 48613 - Double Section, 34% 60" (includes short u -bolts, nuts, washers �.. ; and 6 self taping screws) Page 5 California 9/2/03 C Longitudinal Stabilizer Devices The use of LSD systems on a single or multi section home replaces longitudinal anchors, stabilizer plates and straps. The Longitudinal Stabilization Device (LSD) is used with the Vector Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The number of LSD required is shown on pages 10-13. LSD Combine Vector Dynamics 1. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 per system) 4. Tie Bracket (2 per system) Note: Two struts =1 L.S.D. system. Can be used on one pad or slipt on opposite ends of the home. Examples of Possible placement: (Contact TIE DOWN for placment in other Wind Zones) Wind Zone I Single Section 1 I I I I I I I I I I I I I I I I I I I I I I I Wind Zone I Double Section 18 Ft. Max. 32 Ft. Max. Forgreater widths use triple section design. Page 6 Wind Zone Triple Section I Wind Zone I Tag Section 9 48 Ft. Max. California 9/2/03 50 in max. Maximum Pier Height Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24 inches for single section homes. On multi -section homes in Wind Zone I, an anchor must be used at each Vector System location with pier heights above 46" with the following exception: double section homes that are 24' wide, in Wind Zone I, have a maximum pier height without anchors of 38". See page 12 for double section home high pier set instructions. 50 in max. Unequal Pier Heights Maximum Homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26". �a2( <KIM Page 7 California 9/2/03 Set -Up Instructions for Vector System #59018 Long U -Bolts 1. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on. pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. Page 8 4. Inside braclaets & straps Attach the inside tie brackets to the U -bolts over the compresion member.. Attach a strap w/hook or swivel strap w/nut & bolt_ Place other end of the strap over cpposite I-beam & down to out- side tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap unJI tight with 4-5 wraps around bolt. Repeat with apposite strap. Aifomia 9/2/03 ue Note: L.S.D.= Longitudinal - Stabilization Device C-') See Page 6. w . 0 WIND ZONE I �2 sq. ft. pad � O.C.tYp' 34 K' mo NOTE NectorSystems should be spaced as symmetrically as possible along the length of the home.. Pier spacing must be cons with home manufacturers' ructions and/or state requirements. con Soil Classifications: 2, 3, 4A, & 4B inst Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties Home Length Vector Systems Required Anchors Required Per Side or 24 Pier 24+" Piers L.S.D. 0 to 72' 3 2 3 2 73' to 90' 4 3 4 2 WIND ZONE I, SEISMIC ZONE 4 -'"=, �-' "'" • I \ - Vector Dynamics Systems Required for Single Section Homes (Materials Required) me ° Section \ • :u.. .. w... • I ` \ \ �+ YiY . , � � � aitna� 'sem' a; t alt �S r ^ t.. 1 _ � f -ns • :3' ` . .. »orf.. ..� ..tet;F €U,€€`:3 Note: L.S.D.= Longitudinal - Stabilization Device C-') See Page 6. w . 0 WIND ZONE I �2 sq. ft. pad � O.C.tYp' 34 K' mo NOTE NectorSystems should be spaced as symmetrically as possible along the length of the home.. Pier spacing must be cons with home manufacturers' ructions and/or state requirements. con Soil Classifications: 2, 3, 4A, & 4B inst Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties Home Length Vector Systems Required Anchors Required Per Side or 24 Pier 24+" Piers L.S.D. 0 to 72' 3 2 3 2 73' to 90' 4 3 4 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member,- Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE I, SEISMIC ZONE 4 Vector Systems Required Anchors Required Per Side L.S.D. 0 to 40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4 0 Vector Dynamics Systems Required for 85to 90' 5 0 4 I \ Double Section homes \ 1 \ home ♦ \♦, `\\ (Materials Required) �tiOn - - �, se ""F=„<::..::.,♦ w..�. ♦\, �`\ -fie double 01 a 7 EXamp89 - _ - ' _ .<�� ��< ��� � 4��` F;��4 ♦ ♦ \ 1 , \ \ I ♦ \ I _ ` ' f b»a r ♦ — 1 �♦ ^- _ j \ ,�” � � iF� 2,:<,,..:. ,.rte �a�r -i °� — � e, .. Sr ' '� � tV ` � \ ''': � " Mme. . Ii. 3 a�. i� ♦ ♦ °� • ly: \ ♦ u<Kcyo^.;, � f3.� i.&,� £.fii 2 y m'd%C ` ..sem"'° '�{ ��1� ��a. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. No anchors required. For pier heights up to 46" for WIND ZONE 1 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. 2 sq. ft. pad Soil Classifications: Soil Bearing Capacity Anchors Required": 2, 3, 4A, 0E,+0 1,000 PSF minimum None ('Marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required Anchors Required Per Side L.S.D. 0 to 40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4 0 4 85to 90' 5 0 4 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Note: L.S.D.= Longitudinal Stabilization Device See Page 6. NOTE: C When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along,the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. w JA 2 sq. ft. pad %- 1 2 sq. ft. pad Tag or f�zw'�=3rr full.triple a� z� Soil Classifications: 2, 3, 4A, & 4B Soil, Bearing Capacity:' 1,000 PSF minimum Anchors Required*: None (*Marriage wall anchors may '. be required by home manufacturer.) Home Length Vector Systems Required Anchors Required Per Side LSD Main . TAG Oto 48' 2+2 on Tag 0 2 1 49'to71' WIND ZONE I, SEISMIC ZONE 4 1 72' to 84' 4 + 2 on Tag '.10 ,_--'tionh�msems. sy 2 85'to90' Vector Dynamics Systems Required for Seo ve��Or 2 Triple Section-Homesmp;e os genefa� (Materials Required) - - - -�\ " °n sh0W N�usEa ' I \ . \ I ' , q W� 4` .k � ��: xs� fns€£ }a�' i f ♦ ♦ 1 i � � _ — 1 �a 4� � 7 � � _ ♦ I A NOTE: C When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along,the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. w JA 2 sq. ft. pad %- 1 2 sq. ft. pad Tag or f�zw'�=3rr full.triple a� z� Soil Classifications: 2, 3, 4A, & 4B Soil, Bearing Capacity:' 1,000 PSF minimum Anchors Required*: None (*Marriage wall anchors may '. be required by home manufacturer.) Home Length Vector Systems Required Anchors Required Per Side LSD Main . TAG Oto 48' 2+2 on Tag 0 2 1 49'to71' 3+2 on Tag 0 2 1 72' to 84' 4 + 2 on Tag '.10 2 2 85'to90' S+2 on Tag 0 2 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE I, SEISMIC ZONE 4 (High Pier Sets) Vector Dynamics Systems Required for Vector Systems Required Anchors Required Per Side L.S.D I \ Double Section Homes 2 2 49' to 71' 3 3 3 72' to 84' 4 4 (High Pier Sets with Diagonal Ties) 85' to 90' home 5 `-J °tion ' - doubye se I \ , K ��. \ °"� � _. _> t ..ia3' ��.Sc ..�.. F, y,•. 6�.. of �:f..aa'.i..e {¢: _�. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. WIND ZONE I Max. Height Unit Width See Page 7 CD 12 C) _ I -Beam W Spacing R2 sq. h. pad Home Length Vector Systems Required Anchors Required Per Side L.S.D 0 to 48' 2 2 2 49' to 71' 3 3 3 72' to 84' 4 4 4 85' to 90' 5 5 4 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292) 1-1/4" frame tie with connector 45' Min. Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, L Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE II, SEISMIC ZONE 4 (Hurricane) Vector Dynamics Systems Required for Single Section Homes (High Pier Sets with Diagonal Ties) I hom ems \de\\yes- ' \6 Ser clOt s1 r oa\ 9� �f a ?ra sP 9` mean s a\\anon - - - -A 1(jelle to o - - EXamPshow s nls< be - ' - ' d sPao%n9 - - ' - - " " ` ar\ ds ondatlo w cc CD W a WIND ZONE II (not to scale) Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix.anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Equired per side LSD 0 to 48' 3 5 2 49' to 60' 5 6 2 61" to 72' 6 7 2 73' to 84' 7 8 2 85' to 90' 8 9 2 "r h1P• NOTE: Vector Systems should be spaced as-'. t . symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. 41 Maximum allowable working drag load for the Vector . System with steel compression strut is 4,000 lbs. per the K2 Engineering test report.; R Each Vector System requires one of -the following: \2 Sq. ft. pad 1-4x4 or 2-2x4's pressure treated wood compression member, ' Schedule 40 PVC Pipe or 1' adjustable steel compression (see parts list) C-) E 0 N 0 W WIND ZONE II SEISMIC ZONE 4 I \\ Vector Dynamics Systems Required for _ _ _ - ' ' " - 'e�tio� h0y5 ema, Double Section (tomes _ - - ' " - double {Or VectO°n mann : - ' ' " ` ♦ � ` Of a � Ze a\ SP ra \nsta\1at� 1 \ I \ I . I 1e en to \10m n shows g most be 111\ostra��OsPac\n9m ---' ""-'' "^♦. I `♦ ` Pads a d I ` \ I ♦ \ 1 ♦ � - ' Vii": !I - NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering test report. Soil Classifications: Soil Bearing Capacity: Anchors Required`: 2,3, 4A & 4B 1,000 PSF minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Anchors Equired per side Vector Systems LSD Required 0to48' 4 4 3 49' to 60' 5 5 3 61" to 72' 6 6 3 73' to 84' 7 7 4 85' to 90' 8 8 4 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) -D ,v CD U1 W NOTE: f When a pier height at Vector locations exceeds 46", an anchor must be used on the.outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as , symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Tag ori• Soil Classifications: 2, 3, 4A, & 4B full triple Soil Bearing Capacity: 1,000 PSF minimum Anchors Required": 3/4" x 30" with 4" helix anchor (59095) 1-1/4” vertical ties w//4725 lbs. min. breaking strength. Home Length - Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 3+2onTag 4 2 1 49'to71' 4+2onTag WIND ZONE II, SEISMIC ZONE 4 2 72'to84' 4+3 on Tag 7 Vector Dynamics Systems Required for , - - - , - - - ' 5+3 on Tag 8 3 Triple Section Homes e n160",t ems e°hetoys (Materials Required) m�1r -,,- o{aeSp�ac`n9 - -1 cje ys� — ox ,; ectAN iffi 1 s 1 • � r '�� '��xu iys�xr,..,.r?„sn �s ` s� b� �° , \ '32* \ 'r'".�e �;' ,. � � ` ♦ 1 fes\ � �. Y:.,,,..r? � \ — ,- _ ��[[pp`� f `�Y,..•, si �("i�. }Eiiiy }��T}tikis�'l� C ; qt � \ , -D ,v CD U1 W NOTE: f When a pier height at Vector locations exceeds 46", an anchor must be used on the.outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as , symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Tag ori• Soil Classifications: 2, 3, 4A, & 4B full triple Soil Bearing Capacity: 1,000 PSF minimum Anchors Required": 3/4" x 30" with 4" helix anchor (59095) 1-1/4” vertical ties w//4725 lbs. min. breaking strength. Home Length - Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 3+2onTag 4 2 1 49'to71' 4+2onTag 6 3 2 72'to84' 4+3 on Tag 7 3 2 85'to90' 5+3 on Tag 8 3 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see`parts list) 2 sq. ft. pad 2 sq. ft. pad Vector Dynamics Metal Pier & V -Drive Installation 11611iamr,, METAL PIER FOUNDATIONS For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U - bolts. Outside Tension brackets attach the same, Inside tie brackets mount "upside down" as shown in drawing. Metal piers using the Vector. System can only be used on level ground sets. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. To cut lumber (2 - 2x4's or 1 - 44 per, or 1 adjustable steel commpression member, part #59043 Vector system) for the center com- pression section, when using METAL PIER STANDS, measure center to center frame distance and add 16". Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. V -Drive for rocky soil V -Drive anchors are used only in Zone 1, single section homes. V -Drive anchors are used only in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to be installed. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 16 California 2/03 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 4B as described in the table below: SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D2586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 lbs - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 lbs - in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 lbs - in. sands, firm to stiff clays 4B and silts, alluvian fill 175-275 lbs - in Peat, organic silts, 0-44 175 lbs - in. 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gauge the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its resistance to penetration (flow) under load by means of the torque probe and is measured in Ib -in. The test probe has a helix on it. The overall length of the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: Footer Size: , 16x16 = 256 sq. in. - __ 20x20 = 400 sq. in. or 16x18 = 288 sq. in. or 17x25=425 sq. in. EQUALS - - EQUALS 2 -Vector Pads # 59275 - 1 -Vector Pad # 59271 - 288 sq. in. or 432 sq. in. 1 Vector Pad # 59130 Vector Pad(s) exceed the surface area required when used as the equivalent listed above. 'Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional EVineer miliar with site conditons Page 17 California 9/2/03 Vector Dynamics System for Concrete Applications r I- Instructions These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24"x24" x 4" or 18" round (min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's or Schedule 40 PVC pipe, or 1 adjustable steel commpression member, part #59043 this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the 3/8" diameter holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One of a Single Section Set -Up Vector pad for concrete Concrete footer Page 18 California Wood Cap and wedge Outside Tension Bracket Wedge Bolt , ate^ 9/2/03 L' Vector_ Dynamics System for Concrete Applications Instructions 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into.the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the. Vector pad, by tapping the brackets with a hammer. Wedge the pier set at this time. 16. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 17. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Ti Inside. Tie Bracket Compressic boards or PVC Pipe U -bolt Page 19 California Vector pad for concrete Concrete footer OCEP 9/2/03 GoldEn W Est HOMES INSTALLATION MANUAL THIRD * PARTY APPROVAL FEDERAL MANUFA c CD HG CONSTR SAFETY STAND 13 L�A—1 T c, ILDI.MG DEPART -at p p F p R C TRADE NAME GOLDEN NVEST HOMES "r -r -%x ANUFACTUMNG9 LP - OF HBOS M-- INSTALLATION MANUAL ROOF DESIGN LOAD ❑ 20 PSF ❑ 30 PSF ❑ 40 PSF ❑ 60 PSF ❑ 80 PSF WIND DESIGN LOAD 15 PSF CORPORATE OFFICE Manufacturing, Western Region Office 2222 South Dobson Road, Bldg. 3, Suite 302 Mesa, AZ 85202 (602)777-1855 MANUFACTURING LOCATIONS PERRIS DIVISION ALBANY DIVISION 3100 N. Perris Blvd. 2445 Pacific Blvd. S.W. Perris, CA 92571 Albany, OR 97321 (909) 657-1611 (503) 926-8631 March 26, 2004 Golden West Homes Installation Manuals; Engineer's expiration date To whom it may concem: This letter is to verify that my. professional engineer's license new expiration date is 3/31/2006 and shall apply to all Golden West Homes installation manuals in their entirety. Any party who requires further verification may contact me directly at (336) 664-3970. Sincerely, Mark J. Ezzo, P.E. �� QgOfESSIpp�� SOS E Py N0: 1 sr��fO CIM FO�y�P TABLE OF CONTENTS Page ' 1 Forward Federal Preemption 1 Preliminary Preparations . 2 Structural Loading Requirements 2 Setting Single Wide or "A" Section of Multi -Wide Home 3 Mating of Additional Sections of Multi-Wide'Homes ••• 3-4 - 4-7 •, Utility Hook Up Final Close up and Inspection 7-87 Ventilation of Underfloor Area 7 Ground Cover Vapor Barrier 8 Dryer Ventilation, Smoke Alarm Testing Support Plans, Pier Supports, and Footings 9-10 Foundations 11 Open Slatted Decks 11 Site Built Structures Site Installed Ground Mounted Evaporative Coolers 11-12 12 Basement Designs 12.1 . Site Installed Gas Range 13-17 . ,,, Support Plan Diagrams: 13 Single Wide 14 Double Wide Triple Wide — Longitudinal Tag Unit 15 16 Triple. Wide = Transverse Tag Unit 17 Four Section Home - "T" Model Tables: Piers) Table I Support Schedules (Chassis & Perimeter Supporte 18-23 24-28 Table II Ridge Beam Support Schedules Wall Support Schedules 29-31 Table III Mating Line Bearing Drawings and Details: Sheet Support Plans =Outset Floor & Recessed Sidewall ............... .......... Support Plans - Porches & Fireplaces S-5 ............................................... S-6 Support Plans - Porches & Decks .................................... Pier & Footing Support Details .................................... Floor & Roof Close -UP Details - 3:12 Roof ................... Roof Close -Up Details - 4:12 Roof........:. Alternate Floor Connection at Mating Line ........................................ Plumbing Details.............................................:. S-12 S-13 Mechanical Details........... ....................... Electrical Details ......................................................... ........................ S-15 Wall & Roof Close-up' Details ................................................ Wall Close -Up Details. ........................................ * . Transverse Tag Intercnnection Detail • Tag Unit Deck Railing S-18 Typical Tiedown Details S-19 S-20 Longitudinal Tiedown Details S-21 Roof Close-up Applications - Tag with Standard Gable .................... S-30 Roof Close -Up Applications - Alternate Valley .................................. Add -On Eave Details......................................................................... S-31 S-35 Roof Close -Up Applications - Vent Pipe at Rid . Fireplace & P Chimney Installation ....................................................... S-41 Site Built Garage / Entry - Plan Diagram....- ................: ...................... S-50 Site Built Garage Roof Framing Hinged Roof Close Off Detail iii S-61 Hinged Roof Close Off Detail Hinged Roof Close Off. (Site Instructions) . Hinged Roof Factory Installed Notes iv S-61.1 S-62 S-63 FORWARD This installation manual contains specific instructions that must be strict) adhered to in order for the home to perform properly. y These installation procedures must be performed by an experienced who has carefully read and understands all aspe install instructions. cts of the installation Check with the local regulatory agency at the location where the home will be installed for specific requirements that must be known in order to properly use this manual, i.e. roof load, wind load, soil bearing capacity, etc.. For any questions regarding these instructions please contact your retailer fir who will refer you to the factory if he is unable to offer assistance. st, FEDERAL PREEMPTION All homes built by HBOS MANUFACTURING LP. are constructed and inspected to comply with the "Federal Manufactured Home Construction & Safety Standards (24 CFR Parts 3280 & 3282 respectively) in accordance with the requirements o the U.S. Department of Housing and Urban Development. This standard f commonly referred to as the "HUD Code", i s more Individual states, counties, and cities shall have no authority to establish standards regarding the construction or safety of a manufactured home which are no identical to the Federal Manufactured Home Construction and Safety Standards• A metal certification label is affixed to each section of home to certify that the home has been constructed and inspected to comply with these Standards. The design plans and in -plant construction of all homes are inspected by independent third Party agencies to assure compliance with the Federal Standards. The private company RADCO and the State of Oregon are both approved by H.U.D. to Provide such services. Any party that desires further verification may contact Mr. Philipw. Schulte at the Department of Housing and Urban Development (H. U.D.) at 22 755 Schulte is the Chief of the Compliance Branch for the Manufactu eHousind sin Md Construction Standards Division. g and 1 PRELIMINARY PREPARATIONS 1. Check with the park manager (or retailer for a private property set) for the exact location of the home site. 2. Check access to utilities P 3. Verify whether or not wheels and detachable hitch are to be removed. 4. For Park sets, park manager must sign for location and note any special instructions regarding the installation of the home. 5. Verify receipt of standard items and set up materials shipped lose with the home per checkout list. 6. The home site must be graded and sloped properly to prevent water accumulation in the area beneath the home. 7: Verify (by inspecting the home's data plate) that the home has been designed and constructed to accommodate r�Structuralwind Load ng Requirements" established by. the local junsdiction(see below). STRUCTURAL LOADING REQUIREMENTS The structural installation requirements vary for each winclimatic d loads and soil bearing or region in order to compensate for variances in roof snow loads, urisdiction may place special load conditions.. The local authority having j requirements for the manufactured home which dier from the rity must be co t Stan fordthe for a particular region. In all cases, the local autho specific structural loading requirements. tkatsthe lohcation where r twill be home design meets the specific load requirements installed. Each home is designed and constructed to accommodate the roopsf, 40 pf lie load or checked on the first page of thisofmanual, either he home's Data Plate' must also 8o psf and a horizontal wind load of p have a checkmark next to the appropriates °e of the manual.f and wind ads which should coincide with the; loads identified on the first page The roof load that is checkmarked on the data plate does nt necessarily di load the required support requirements. Rather, it only indicates thema osis roof ent with zone that the home may here theehomd. lehs to be set omes t be supported the local roof load zone 6 Y SETTING SINGLE WIDES OR "A" SECTION OF MULTI-WIDES 1. Tow unit into desired location over firm footing on home site. 2. Remove transportation closure, material (weather proof covering and close - off grid work). A. Temporary ridge beam support posts are to remain in position to maintain ceiling heights during joining of unit sections. B. Make sure that all nails and staples that may prevent the sections from properly joining together are removed. 3. Starting with the open side of the unit, place the first hydraulic jack under the chassis beam just forward of the front axle spring hanger. Allow room for the pier support to be placed next to the front spring hanger. 4. Second jack shall be located under same chassis main beam just behind the rear axle spring hanger. 5. Uniformly lift this side of the unit using both jacks and remove the tires. 6. Locate first two support piers adjacent to the front and rear axle spring hangers. Adjust initial piers as low as possible for easy leveling. Generally, maintaining proper pitch in the drain lines will be the governing factor. 7. Place an additional support pier no greater than 24 from the front and rear end of the home. 8. Lift other chassis main beam and remove the tires (see steps 3 through 5). 9. Place piers directly opposite those placed on open side beam. 10. Evenly space the remaining piers at the required spacing for chassis supports per Table I. Install perimeter support piers per Table I as required. 11. Level the unit from side to side and front to rear by adjusting pier support heights and or shimming. Levelness must be checked using a water level or large carpenter's level, and by observation of passage doors and cabinet doors for plumb fit. MATING OF ADDITIONAL SECTIONS OF MULTIWIDE HOMES 1. Tow "B" section as close as possible to "A" section. 2. Place jacks under the chassis main beam nearest .to the "A" section forward and rear of axle, lifting °B" section approximately 1/2 off the ground. 3. Place a third jack against the outside wheel hub at a 45 ° a ground and jack the "B" section against the "A" section. ngle to the 4. With the first two jacks still under the main beam at the axles, raise the hitch jack to about 20 . The third jack should be set under the outboard side of the hitch at a 45 ° angle. Letting down the hitch jack will allow the entire floor front to slide over to mate with the A section floor. 5. With the third jack at the front of the unit, raise the floor beginning at the front crossmember to flush the inside of the front wall and top of the floor. Adjust front and rear alignment of the home sections with hydraulic jacks using ceiling panel joints as guides. Remove tires and store be home if desired.. 3 6. Insert 1/2 bolts through mating angles at outrigger ends starting from the front crossmember. See detail "D" on drawing where0. These mating annglets s are not serve to electronically bond the chassis. On home installed or do not align across the' mating line, refer to drawing S-12 for alternate floor connection and bonding instructions. 7. Apply jack pressure under the inside main beam to obtain a flush floor, then set pier supports at required spacing to match the "A" section. Place jacks under outside chassis beam and apply even pressure to bring ceilings together. 8. When all .wall joints at the ceiling are aligned, jack the inside roof se cions the ceilings flush and, starting at the front of the home, secure together through the ridge beam halves per drawings S-10 and S-11. Note: For 20 psf and 30 psf roof loads, 1/2 diameter bolts or 3/8 diameter lag screws may be used. For greater roof ads use attached,nly 1/2 removetlhe.temporaameter ts. ry Once the ridge .beam halves are properly support posting along the mating line. 9. After ceilings are secured, set support piers under outside chassis main beam and remove jacks. At the mating line, set additional piers under ridge beam support posts and bearing walls. For justification of all supports at the mating line refer to pier support Table II and Table III. 10. Install perimeter support piers as required and shown on the support plan diagrams and Table I pier support schedules contained in this manual. Adjust height of all support P� front ofinalrear level side pos'tt on1dhassbeen level on the inside floor toassure that a achieved. 11. Repeat above directions for additional sections of home. 12. Close up roof section at mating line(s) of home and other areas as required. Refer to drawings S-10, S-11, S-12, S-16, S-17, S-18 ,S-30 through S-41, and S-61 through &63. 13.lnstall tiedown straps & anchors where required. For spacing see the appropriate support plan diagram. For tiedown notes & specifications see drawing S-20. UTILITY HOOK-UP 1. Install hot and cold water line crossovers, when required, below the floor with approved flex connectors provided byCrossovers OSMAN the sUFAame size TUNG LP. as See drawing S-13 detail "A" or "B" the pipes in the home at the crossover point. ee Z Hook up waste line crossover when required with appro a slope fall rof S14 drawing S-13 detail"ID". Assure all drain lines have proper foot if factory installed minimum per foot toward outlet (1/8 minimum p cleanout provided at upper end of drain line). Provide final installation of any ship loose waste lines at this time (see S-13 details "E" & "F"). .4 3. Install gas line flex connector supplied with the home for crossover when required. See drawing S-13 detail "C". A. Flexible crossover connectors shall be listed for exterior use. B. Crossovers shall be the 'same size as the piping in the home at the crossover point. C. Crossover connections shall be made by a listed quick disconnect device. Do not use tools on this device. 4. Hook up water line to service. A. Minimum 3/4 water connection required. B. The manufactured home is designed for an inlet water pressure of 80 Psi. A pressure reducing valve must be installed and calibrated in areas where the water pressure exceeds 80 psi. C. A master cold water shut-off valve shall be installed in the water supply line adjacent to the home. D. Protection from freezing: If the home is installed in an area subject to freezing temperatures, the exposed section of the water supply Piping, shut-off valve, and pressure reducer must be protected. The most effective means of accomplishing this is by the use of a thermostatically controlled heat tape. For this purpose, all homes are equipped at the factory with an electrical receptacle outlet under the pp home in the vicinity of the water supply y Note: The heat tape used must be listed by a nationally manufactured recognized testing laboratory for use with .homes accordance with the manufacturer's and installed in In mild climates subject to only occasional r bel ws freezing temperatures, an alternative is to wrap exposed sections of the water supply piping with insulation, loosely taped to Prevent excessive compression. E. To drain water lines, remove cap from drain location, open faucets and apply air pressure until all water is removed from the system. 5.f Hook Up Gas Line To Service' A. Use a gas supply connector listed for manufactured homes and according to the label attached to the home at the g supply supply connection. B. The gas piping supply system is designed for a maximum pressure of 14 water column (1/2 psi) and not less than 7 water column (1/4 psi). 6. Hook Up Waste Line To Service A. Minimum 3 waste connection required. B. An approved flexible connector shall be installed at each end of the drain line from the home to the sewer inlet. C. For shipped loose drain line installation, see drawing S-13 detail "E 61 7. complete electrical hook up and installation of light fixtures shipped loose for turning on interior and exterior of home prior u ti tank is full of'wat warning: Do no turn on breaker to water heater 8. Complete electrical crossover(s) at mating line between floor sections. Each crossover will consist of a length of 112 flex conduit with conductors on one floor section and a junction box with l lice connections shall be made with over plate on the other floor cwi e (see drawing S-15 detail A . All P nuts. Always replace cover before turning power on. 9. Complete electrical hook up froms manufaur dhome to servi. For requi ed in the junction bo0x amp service or larger, 4 splice connectionare (see drawing S-15 detail "B"). Connectors at the junction box shall be split bolt, sleeve type, or other approved connectors. See table below for minimum wire and conduit sizes. Service Al Conductor AI Neutral Al Ground Conduit No. 1 THW No. 1 THW No. 6 THW 1 112 100 am 1 112 125 am No. 2/0 THW No. 1/0 THW No.4T THW 2 150 am No. 310 THW No. 110 THW No. 4 THW 2 200 amp No. 4/0 THW No. 2/0 THW No. 4 THW 10. Complete electrical connection forconditioner n Itin required. witho tThe a circuit for an air conditioner term nates najunction box ced. with wire nuts other receptacle. The conductors shall forewi a is zes.' A d sconnectingrmeans approved devices. See table bel ich is located within sight of the controller location. shall be provided wh Wire Size Conduit Size Wir Air Conditioner Size 8/3 314 3 Ton 8/3 3/4 3 1/2 Ton 813 314 4 Ton 6/3 3/4 5 Ton 11. Hook up duct crossovers) beneath l specific heat dut diagram shipped e ccsw with the home for own, flow - heating sy5te�rris_._.. See drawing S-14 and mod p home. 12. After completing all utility hook ups to service, perform the following tests: A. Electrical function test. B. Water pressure test. C. Flood test (plumbing drain system). D. Gas test. E. Appliance function test. 13.Floo= sheathino (bottom boat The sheathing v9 yi vcoatedring h orttom Of asphalt the home is special material that is D . .r impregnated to protect against moisture, rodents, and unconditioned air. This sheathing was inspected and intact at the factory, but may have been damaged in transit or during set up. If a large hole is found and the material is vinyl coated, use a patch of the same material; tacking to the nearest floor joists, and seal the edges with tape to retain air tightness. Small holes may be sealed with tape alone. If the material is asphalt impregnated board, use a patch of the same material with a bead of adhesive around the contact edges to make an air tight seal. Tack to the nearest floor joists, or use divergent staples. Your retailer can provide material and information, or can arrange for repairs. Wrap all P -traps exposed below the floor with insulation, then wrap the bottom board material and tape all seams. FINAL CLOSE UP AND INSPECTION 1. Ventilation of Under Floor Area: The underfloor area must be ventilated to minimize condensation beneath the home. A minimum of 4 ventilation openings shall be provided from the underfloor space to the exterior. The combined openings shall have a net area equal to at least one square foot for every 150 square feet of floor area. Place the required openings as equally distributed as possible along the length of at least two opposite sides, with openings located close to corners to provide cross ventilation. 2. Moisture Control of Underfloor Area: A vapor retarding ground cover of (6) mil black polyethylene material or other equivalent membrane must be used to prevent ground moisture from entering the home. 3. Install ship loose parts to finish close off for exterior. See drawings S-16 and S-17. 4. Remove detachable hitch and store beneath home. 5. Install the ceiling beam molding and all other necessary molding to complete the interior trim. 6. Install pad and carpet in designated areas. Floors shall be swept clean and the joint at the mating line seam in the floor must be taped prior to installation. 7. Assure that the bottom edge of the factory installed exterior siding is kept least 6 from the surrounding soil. Also, siding must not be in direct contact with concrete. 8. A roughed -in dryer vent opening has been provided for the future installation of a clothes dryer. Installation of the vent from the stub -in to the outside of the home must comply with the installation instructions provided with the dryer. Under no circumstances may the dryer be vented to the area beneath the home. 7 9. Check the following during final walk through alignment and fit. A. All drawers and doors for proper a g Paneling, exterior finish, B. Floor tile, counter tops, marble, fiberglass, p g. and roof for acceptable condition. C. plumbing and electrical hook ups. 10. Verify proper operation on all smoke alarms by performing the following steps: A. Determine that the power source is connected. B. Visually check for proper connection to the power source. C. Manually depress the check button. D. A "sound" indicates a working smoke alarm. T , install a replacement. smoke alarm and E. In the absence of a "soun repeat items A thru E. F. All switches are to be in the off position when testing the smoke alarm(s). G. All alarms are to be tested. 11. For basement homes install a smoke alarm at the junction box under home And test alarm to ensure power. 12. Smoke alarm installation instructions are with the home in the Homeowners Manual. E:7 SUPPORT PLANS, PIER SUPPORTS, AND FOOTINGS In order to properly set up and install the manufactured home accordingto the pier support plans and schedules,' the following information must be kown in advance: Roof Load Zone: The local roof load where the home will be installed is typically either 20 psf, 30 psf, 40 psf, 60 psf or 80 psf. Note that 20 psf is often referred to as "South Zone" and 30 psf can be referred to as "Middle Zone". Check with the local building authority to determine the required roof load at the home site. 2. Soil Bearing Capacity The pier support schedules are based on soi bearing capacities of either 1000 psf, 1500 psf, or 2000 psf. Re I Refer report or check with the local building authority for the proper soil beasoils ring capacity to use with the support tables. 3. Home Size Specifications The floor width of each home section will either be 9 -10 (10 Wide), 11-10 (12 Wide), 12 -8 (14 Wide), or 13 -6 (14 Wide . The eave lengths will vary from 0 minimum to 16 maximum. ) CHASSIS & PERIMETER SUPPORTS Refer to the appropriate "Support Plan" diagram (single wide, double wide, triple wide, etc.) for a plan view of the generic support requirements. Then, with he information from items 1 through 3 above, enter Table I to determine the required pier capacity and footing pad size for chassis and perimeter supports based on the pier spacing you desire to use (either 4, 6, or 8 spacing). If the required capacity or footing area is greater than the rating of you pier or pad, You must either decrease the pier spacing or use multiple piers and or pads with a combined capacity to meet the requirement. Refer to drawing S-8 for pier and footing support details. Typically, perimeter supports are not required for 20 psf roof loads. However, perimeter supports are required for all roof loads .at each side �of all door and ..,.... other, openings in the sidewall that are greater than 48 as shown on the support plan diagrams. Perimeter supports are not required where the home is installed on and supported by a foundation system that has a con tinuous perimeter wall and footing capable of transmitting the design loads to the soil (see "Foundations") SPECIAL SUPPORTS - PORCH COLUMNS POP -OUT FLOORS ETC. Pier supports are required at outset or pop -out floors, porch column posts, and outset fire place locations as shown on drawings S-5, S-6, & S-7. 9 FOOTINGS Footings shall be placed level on firm, undisturbed soil or on controlled fill which is free of grass and organic materials, with a minimum soil bearing capacity of 1000 psf. In areas where the ground -is subject to .freezing, footings shall be placed to extend below frost line according to local jurisdiction requirements. CONTINUOUS FOOTINGS If continuous footings are used (see S-8 detail "E"), the only information necessary from Table I is the pier capacity and spacing required. Disregard the required footing area. By limiting the pier load over continuous footings to 5200# for 1000 psf soil and 6000# for 1500 psf and 2000 psf soil, the required footing area has been accounted for. Note: The 5200# and 6000# limitations refer to both individual pier loads and to the combined load of multiple piers. RIDGE BEAM & MATING LINE BEARING WALL SUPPORTS Tables II and III are used for the support requirements at the mating line between two floor sections. Note: ns ector to Table II and Tableline lll of th s manual refer your local authority or building i p UNDER FLOOR CLEARANCE AND HEIGHT RESTRICTIONS A minimum ground clearance of 12 shall be maintained beneath the lowest member of the chassis main frame (I beam). Where the home is installed on a basement or split level type foundation or. when more than 25% of the area of the home is installed so the bottom of the main frame members are more than -36 above the ground level, the foundation system shall be defogned ed b y a licensed professional engineer or architect and the installation app by the authority having jurisdiction. I iul FOUNDATIONS The support system(s) shown in this manual devices) comprise the minimum. structural requi ementsn ogsr supportinganchoring the home to resist the total design loads as indicated herein. Where homes are installed on permanent foundations or other alternative support systems, such methods shall meet the requirements of the local building authority and when required be certified by a registered professional engineer or architect. The tiedowns as shown in this manual are not required where a permanent or alternative support foundation system is used that has been designed to resist local wind loads, is certified by a registered professional engineer or architect, and is approved by the local authority having jurisdiction. OPEN SLATTED DECKS AT PORCHES AND RECESSED ENTRIES Where open slatted deck boards are used at recessed entries and porches, provisions must be made to ensure water is not permitted to drain into the area under the conditioned portion of the home. Any perimeter type srting or foundation wall should be installed to follow the exterior wall of he home and permit the area beneath the porch to drain water away from the home. .SITE BUILT STRUCTURES ADJACENT TO MANUFACTURED HOME It is permissible to construct a site built structure adjacent to the manufactured home provided the attached rstructure awning,etc.) self supported (freestanding) and does not rely on the manufactured home for support. In addition, it is acceptable to extend the garage or porch gable fill roof framing over and onto the manufactured home roof as long as the gable framing is designed and constructed to distribute roof loadsuniformly over the manufactured home roof as shown on drawing S-55 of this manual. All site construction shall conform to local building codes, _and. -Proper fire separation shall be provided where required:' SITE INSTALLED GROUND MOUNTED EVAPORATIVE (SWAMP COOLERS) Ground mounted swamp coolers may be installed on site provided that the following criteria is adhered to: • The floor framing and chassis must not be cut, damaged or altered. 11 SITE INSTALLED GROUND MOUNTED EVAPORATIVE' ' (SWAMP COOLERS) CONTINUED FROM PAGE 1 • The main duct system supplied 'with the home must not be altered or tied into with the swamp cooler ducts. • The swamp cooler ducts must be airtight as well as below the bottom board with the exception of vertical risers into registers. The bottom board must be repaired per page 7 of this installation manual where vertical risers penetrate the bottom board. • The swamp cooler must be installed per manufacturer instructions and is subject to local jurisdiction regulations. BASEMENT DESIGNS It is the responsibility of the retailer and/or owner to provide asement design o that has been engineered and sealed by a professionalengineer. designs shall adhere to local building codes and shall be approved by the authorities having jurisdiction. The basement foundation (as' designed by a registered engineer) requ r meets provide proper support for the home based on the loading and spacing q specified in this manual. UNDER NO MOSRE THAN TANCESS2 ON CENTERHALL THE . CHASSIS BEAM SUPPORTS BE SPACED GOLDEN WEST WILL NOT WARRANT ASSOCIATED WITH FLOG E MAIN BEAM SUPPORTS ARE SPACED MORE THAN 12 ON CENTER. Marriage wall columns on each side of openings must be. supported according to the design load criteria shown in tables it & 111 in this manual. This home's electrical, mechanical and plumbingsm systems shall t be tapbe cut pe into or altered in any way, nor shall the floor 9 and chassis or altered in any way. Stair construction at basements must comply with the UBC and local codes for widths, clearances, headroom, landings, fire protection, fire separation, smoke detectors, egress requirements etc. Stairs shall be independently supported and shall not rely on the manufactuedhome Shallfor be nstalled on site shall be s and handrails at the basement access location in accordance with the UBC and all applicable local codes. 12 INSTRUCTIONS FOR SITE INSTALLED GAS COOKING RANGE I. FACTORY PREPARATION The home manufacturer will provide a space for the future installation of cooking range. The metal hood and cabinet protection required by 3280.204a of the HUD Standards and the flame spread and fire protection requirements for surfaces adjacent to the range per 3280.203 shall be installed in the factory. . r A gas riser will be installed at the range space and ca ry the future installation of the range. A tag shall be placed nextc o theoriser indicating the size and maximum BTU rating of the gas line. riser if. SITE INSTALLATION INSTRUCTIONS The range shall be installed in the space provided in accordance with the range manufacturer's installation instructions. The BTU input requirement for the. range may not exceed the rating indicated on the tag placed by the factory. After the range is installed, and with the shut-off valve open, the gas piping system shall be pressurized to 1/2 psi. (8 oz.) and the appliance connections tested for leakage using soapy water or bubble solution. 13 T1'—D' TYPICAL r2'-0" MAX. R TIEDOYM SPACING (TYP') di 24* MAX. < CHASSIS MAIN BEAMS (TYP.) S (TYPICAL) �o I Rn I OPENING SSUICAL UPPORTSE(NOT�R� REQUIRED FOR 20 PSF ROOFS) PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER (SEE NOTE '� FOR ALLROOF LOAD SUPPOK-- NOTES: 1. THER OPENINGS PROVIDE PERIMETER' SUPPORT, BLOCK ING-AEACH TABLET FOR 20 IPSFDE OROOF- OF DOORADSOUSE- 0 -PSF .PIER.. OVER 46 WIDE PER PIER SUPPORT TABLE. QlofESSIOp�� F GEN �� SEP F �c N=CHASSIS SUPPORTS PER "TABLE 1 SUPPORT SCHEDULE". j�0`� =PERIMETER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". N0. C042077 I =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 CIVIL 110F CAUF�`�� 13 Im m h 11'-0' TYPICAL (6'-0' FOR 6/12 ROOF) TIEDOWN SPACING T T T t CHASSIS MAIN BEAMS (TYPICAL) MATING UNE RIOGE BEAM CLEAR SPAN - RIDGE BEAM CLEAR SPAN MATING UNE BEARING WALLS ABOVE TYPICAL PERIMETER SUPPORTS (NOT REQUIRED FOR 20 PSF ROOFS) PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) TT' MAX. ( t 24" MAX. (TY'.) FBEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END. OF CLEAR-.SPANNGS AT THE MATING LINE .THAT ARE GREATER THAN 3'—'0 BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL TO TABLES II AND III FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA.PLAN. E PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER RT TABLE. LEGEND: N=CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". Q(tOFESSIOp� =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". �`S�P�� OOSEPy< RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE m_ REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE.N0. C042077 ®=MATING LINE BEARING WALL PIER SUPPORTS PER "TABLE III — SUPPORTS AT MATING LINE" SCHEDULE. �d>_�4 1 =TYPICAL TIE—DOWN PER SHEETS S-20 & S-21 CIVIL sl'�fEOF cu IFOR� 14 lil-O" TYPICAL r2' -o" MAX. TYPICAL PERIMETER TIEDOWN SPACING TYR( ) SUPPORTS (NOT ` REQUIRED FOR 20 PSF ROOFS) o a CHASSIS MAIN BEAMS (TYPICAL) .� MATING UNE_ RIDGE BEAM CLEAR SPAN RIDGE BEAM CIEAR SPAN 24'Sc t o X MATING UNE BEARING (TY ') MAX WALLS ABOVE (TYPICAL) ( 'M ATNG UNE ING RIDGE BM. CLEAR SPAN PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR x ------1 ALL ROOF LOADS. (SEE NOTE 3) CHASSIS MAIN BEAMS I I� RIDGE CRICKET RIDGE SLOPE ROOF DIAGRAM OF ROOF LONGITUDINAL TAG LONGITUDINAL TAC TRIPLE WIDE - LONGITUDINAL TAG UNIT SUPPORT PLAN - NO S. Hp ND OF GREOUIRED AT ATER INAN EACH 1. BEAM COLUMN PIER SUPPORTS CLEAR SPAN AARE RE .-RIDGE OPENINGS AT THE `MATING LINE THAT - • .J•. PLAN. 2. RIDGE BEAM COLUMN PIER SUPPORT POCATINS VARY WITH RT OAPAC TY AND REQU INDFOOTING AREA. SUP REFER TO TABLES It AND III FOR SIDE D ROOFOOPENINGS PERIMETER SUPPORT BLOLO OD oTHEU ER 0 PSF PER 3. PROVIDE TABLET OR 20 PSFOF OVER 48 WIDE PER PIER SUPPORT SUPPORT TABLE. 1 vlSslom LEGEND -L "TABLE I SUPPORT SCHEDULE". �o � �pSEP/yE, ��o =CHASSIS PIER SUPPORT PER =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE . NO. C042077 M _RIDGE BEAM "TABLE NI BEAM SUPPORT- PIER SUPPORTS PER S SCHEDULE.ROVE REFERENCE RIDGE EV. _MATING LINE BEARING WALL PIER SUPPORTS ® "TABLE — SUPPORTS AT MATING LINE" SCHEDULE. CIV11 �tEOFCAl1414 PER III l =TYPICAL TIE—DOWN PER SHEETS S-20 & S-21 ;1 1 15 Ij TYPICAL PERIMETER SUPPORTS (NOT - REQUIRED FOR 20 PSF ROOFS) MATING UNE BEARING WALL ABOVE (TYPICAL) 3 �CHA_SaSISMAJN •m BEAMS (TYPICAL) &PIER/pADO CHASSIS MAIN 1 BEAMS (TYPICAL) ; END OF MAINUNIT ONLY.AD 0 20 PSF O O 30 do 40 PSFI O 60 & 80 PSF I < (MIO—I cu!_`,L\ I 27'— —0' CHASSIS MAIN BEAMS (TYPICAL) MATING UNE IOCE BEAN CLEAR SPAN RIDGE BEAM CLEAR S PERIMETER BLOCKING REQUIRED _ AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS.SSEE NOTE 3) MATING UNE - _0_ _ ' 3000/ PIER/PAD O 20 PSF 50008 PIER/AAD O 30 PSF 0 40 PSF 80008 PIER# PIERPAD O 0 PSF 10,0008 PIER/PAD O 80 PSF TYPICAL AT ALL (4) CORNERS: 8 PIER/PAD o 30 PSF � 80008 PIER/PAD O 0 PSF 8000/ PIER/PAD O 80 PSF NONE REQUIRED O 20 PSFI RIDGE -_4_ RIDGE-- SLOPE , ' OF ROOF TRANSVERSE TAG MAX. 24' MAX (TY'-) ROOF DIAGRAM TRANSVERSE TAG — I(CIrLt WIDE TRANSVERSE TAG UNIT NOTES: — 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR, , OPENINGS AT THE MATING LINE THAT ARE GREATER THAN '3'=0": SPAN RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO TABLES II AND III FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. ND• N =CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE".' �p Q LOFESS/O,y�� �\5���JOSEPyE,Fyc� =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". �P `v RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE N 1� vo m_REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE.ABOVE N0. C042077 ®=MATING LINE BEARING WALL PIER SUPPORTS *Ev. 't PER "TABLE III — SUPPORTS AT MATING LINE" SCHEDULE.Lllzm f = TYPICAL TIE—DOWN PER SHEETS S-20 & S-21. CIVIL 1 fI'�jEOFri 1Ft IR SEP =CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDUt_E".JO N c � =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE N0.C042077 tS PER TE m = „TABLE RIDGE BEAM NI PIER RIDGE PPOR SUPPORTSSCHOEDULE.BOVE REFERENCE ESR Ex=m. ®=MATING LINE BEARING WALL PIER SUPPORTS CIVIC PER "TABLE III SUPPORTS AT MATING LINE" SCHEDULE. ' AIEOFcki =TYPICAL TIE—DOWN PER SHEETS S-20 & S-21 17 UNIT WIDTH UNIT WIDTH 13 _5 MAXIMUM 13-5 MAXIMUM w0TEDOUBLE MADE SECTION OF '1' MODEL MUST BE INDIVIDUALLY EACHSUPPORTED PER THE 'SUPPORT PLAN FOR DOUBLE WIDES' TIEDOYM ANOOT THHEA O INSTRUCTIONS. HOWEVER. DOUBLE WIDE REWIRED THE LINE KT%tEN AS M BEK TYPICAL PERIMETER w< j; 2'-0' MAX. SUPPORTS (NOT MAX REQUIRED FOR a— cc 20 PSF ROOFS) a m 2m� 1��IE o � MATING UNE BEARING CHASSIS MAIN BEAMS . (TYPICAL) WALL ABOVE 1 e7 MATING UNE Z J RIDGE BM CLEAR SPAN RIDGE BM CLEAR SPAN N F< M D z� m � o < CHASSIS MAIN BEAMS a z aw < Z (TYPICAL) < N _ ~ 1O 1 J H vl = i7 OPENING �I m W TI' -O' TYPICAL U of nEDOMN SPACING PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER X < OPENINGS OVERFOR �v ALL ROOF LOADS.(SEE NOTEWALL ) SUPPORT PLAN — FOUR SECTION HOME — . T MODEL N T 3CH0"END OF CLEAR SPAN PIER REQUIRED 1. RIDGE BEAM., COLUMN ATER THAN OPENINGS AT THE MATIN UNEPTHAT ARE.GRE INDIVIDUAL EACH PLAN. REQU REDFOOT NG AREA. 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS ICAPAC TY ANDH SUP.ER REFER TO TABLES II AND III FOR BLOEAC IDE OF DOOROR OTH ER OPENINGS PER 3. PROVIDE PERIMETER SUPPORT 0 48 WIDE PER PIER SUPPORT TABLET FOR 20 OVER SUPPORT TABLE. SEP =CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDUt_E".JO N c � =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE N0.C042077 tS PER TE m = „TABLE RIDGE BEAM NI PIER RIDGE PPOR SUPPORTSSCHOEDULE.BOVE REFERENCE ESR Ex=m. ®=MATING LINE BEARING WALL PIER SUPPORTS CIVIC PER "TABLE III SUPPORTS AT MATING LINE" SCHEDULE. ' AIEOFcki =TYPICAL TIE—DOWN PER SHEETS S-20 & S-21 17 COTES: VgVESS/04" 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. �\S�P�SEP/, 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. C042077 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. * Exp. 3-3t-2oo4 18 TABLE I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - NO EAVE SOIL 10' WIDE 12' NIDE BEARING CAPACITY SUPPORT SPACING SUPPORT REQUIRED 14' W10E LOCATION PIER REQUIRED "' FOOTING REQUIRED REQUIRED REQUIRED CAPACITY �� AREA PIER CAPACITY FOOTING PIER REQUIRED FOOTING AREA CAPACITY AREA 4'-0" CHASSIS 1820 262 1000 PSF 6�_p" CHASSIS 2730 2148 310 2424 349 8'-0" 393 3222 464 3636 524 CHASSIS 3640 525 4296 4'-0" CHASSIS 619 4.848 698 1500 6'-0" 1820 175 2148 207. 2424 233 PSF CHASSIS 2730 262 8'-0" CHASSIS 3222 310 3636 349 3640 395 4296 413 4'-0` CHASSIS 4848 466 2000 1820 144 2148 155 2424 175 PSF 6.—p" CHASSIS 2730 197 CHASSIS 3222 232 3636 263 3640 263 4296 310 TABLE I SUPPORT SCHEDULE 4848 349 - 20 PSF ROOF LOAD - 16" EAVE SOIL 10' WIDE 12' WIDE BEARING CAPACITY SUPPORT SUPPORT ' 14' WIDE SPACING LOCATION REQUIRED PIER REQUIRED REQUIRED REQUIRED CAPACITY FOOTING AREA PIER FOOTING REQUIRED PIER REQUIRED CAPACITY AREA CAPACITY FOOTING AREA 4'-0" CHASSIS 1980 286 1000 PSF 6'-0` CHASSIS 2970 2308 333 2584 372 428 3462 499 3876 559 8'-0" CHASSIS 3960 571 4'-0" CHASSIS 4616 665 5168 745 1500 19 80 190 2308 222 2584 24g PSF 6 —0" CHASSIS 2970.. 286 8'-0" CHASSIS 3462 333 3876 372 3960 381 4616 444 5168 4'-0" CHASSIS 19 80 144 497 2000 PSF 6'-0 CHASSIS 2308 167 2584 186 2970214 3462 250 3876 CHASSIS 3960 286 279 4616 333 5168 372 COTES: VgVESS/04" 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. �\S�P�SEP/, 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. C042077 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. * Exp. 3-3t-2oo4 18 TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - NO EAVE 10' W1M 12' WOE 14' MADE SOIL REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED BEARING SUPPORT SUPPORTPIER CAPACITY SPACING LOCATION CAPIER PACITY FOOTING AREACAPACITY PIERF AREAL CAPACITY. FOOTING �� SSE Pio' 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 2. UNIT W10THS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH C042077 SIDE OF THE MATIN VALUES OR THE LARGER WOUNIT UNEQUAL, USE THE TABULATED 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1• CIV11. OF CAU 19 CHASSIS 1032 149 1244 180 1420 1 206 4'-0" PERIMETER 988 143 1148 166 1280. 186 CHASSIS 1548 223 1866 269 2130 308 1000 6'—p"1920 1722 2`� 278 PSF PERIMETER 1482 .214 2064 298 2488 359 2840 410 CHASSIS 8'-0" 1976 285 2296 331 2560 370 PERIMETER CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 988 144 I 1148 144 1280 144 CHASSIS 1548 149 1866 180 2130 205 1500 PSF 6'—p"1920 PERIMETER 1482 144 1722 166 185 2064 198 2488 239 2840 273 CHASSIS 8'-0 1976 190 2296 220 2560 246 PERIMETER CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 988 144 1148 144 1280 144 CHASSIS 1548 144 1866 144 2130 154 2000 144 1722 144 1920 144 PSF PERIMETER 1482 2064 149 2488 180 2840 205 CHASSIS 8'-0" 1976 144 2296 166 2560 185 " ,PERIMETER �� SSE Pio' 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 2. UNIT W10THS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH C042077 SIDE OF THE MATIN VALUES OR THE LARGER WOUNIT UNEQUAL, USE THE TABULATED 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1• CIV11. OF CAU 19 UM— E� 00FESS/ppb 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. ��51��sOSEPy� 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. C042077 E�. x-31-2004 A CIVIL,- 20 IVILi 20 TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - 16" E AVE SOIL 10' WIDE 12' WIDE BEARING CAPACITY SUPPORT SUPPORT 14' WIDE SPACING LOCATION REQUIRED REQUIRED REQUIRED PIER CAPACITY FOOTING PIER REQUIRED FOOTING REQUIRED REQUIRED AREA CAPACITY AREA PIER CAPACITY FOOTING AREA 4'-0" CHASSIS 1032 149 1244 PERIMETER 1200 180 1420 206 173 1360 196 1496 1000 PSF 6--0- CHASSIS 1548 223 1866 216 PERIMETER 1800 269 2130 308 260 2040 294 2244 CHASSIS 2064 323 8'-0" 298 2488 359 2840 PERIMETER 2400 410 346 2720 392 2892 4'-0" CHASSIS' 1032 144 1244 431 PERIMETER 1200 144 1420 144 144 1360 144 1496 1500 PSF 6'-0" CHASSIS 1548 149 1866 144 PERIMETER 1800 180 2130 205 173 2040 196 2244 CHASSIS 2064 216 8'-0" 198 2488 239 2840 PERIMETER 2400 273 231 2720 262 2992 CHASSIS 1032 288 4'-0" 144 1244 144 1420 PERIMETER 1200 144 144 1360 144 1496 144 2000 PSF 6'-0" CHASSIS 1548 144 1866 PERIMETER 1800 144 2130 154 144 2040 147 2244 162 8'- 0" CHASSIS 2064 149 2488 180 2840 205 PERIMETER 2400 173 2720 ,196 2992 '216 UM— E� 00FESS/ppb 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. ��51��sOSEPy� 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. C042077 E�. x-31-2004 A CIVIL,- 20 IVILi 20 joSEPy NOTES: LE*. 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. O. .2. UNIT OFDTME MATINNG LINE. WHERE�UNIT WIDTHS ARE UNEQUALOD 14' WIDE RE USETFiE 1TABULATEO 077 SIDEVALUES FOR THE LARGER FLOOR SECTION WIDTH. 3.THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5 1 Vl1. 21 ` 40 PSF ROOF LOAD - 16" MAX.' EAVE' TABLE I SUPPORT SCHEDULE - 12' WIDE 14' WIDE 10' WIDE SOIL SUPPORT SUPPORT REQUIRED RFOOTING REQ FIRED RFOQOIING RED REFIRED REQUIRED FOOTING BEARING CAPACITY SPACING LOCATION PIER AREA CAPACITY AREA CAPACITY AREA CAPACITY 149 1242 179 1418 204 CHASSIS 1032 4'-0"1650 209 238 1817 262 PERIMETER 1450 223 1863 268 2126 306 CHASSIS 1548 1000 6'-0"356 2475 356 2725 392 PSF PERIMETER 2175 2064 297 2484 358 2835 408 CHASSIS 8'-0"3299 2899 418 475 3633 523 PERIMETER _ 144 1242 144 1418 144 CHASSIS 1032 4'-0"PERIMETER 144 1650 158 1817 174 1450 149 1863 179 2126 204 CHASSIS 1548 1500 6'— 0"2475 209 238 2725 262 PSF PERIMETER 2175 2064 198 2484 238 2835 272 CHASSIS a.—O. 2899 278 3299 317 3633 349 PERIMETER 1' 1242 144 1418 .144 CHASSIS 1032 4'-0"PERIMETER 144 1650 144 1817 144 1450 144 1863 144 2126 153 CHASSIS 1548 2000 6'-0"157 157 178 2725 196 PSF PERIMETER 2175 2484 179 2835 204 CHASSIS 2064 149 8'-0'3299 2899 209 238 3633 262 PERIMETER t joSEPy NOTES: LE*. 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. O. .2. UNIT OFDTME MATINNG LINE. WHERE�UNIT WIDTHS ARE UNEQUALOD 14' WIDE RE USETFiE 1TABULATEO 077 SIDEVALUES FOR THE LARGER FLOOR SECTION WIDTH. 3.THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5 1 Vl1. 21 TABLE I SUPPORT SCHEDULE - 60 PSF ROOF LOAD - 16" MAX. SAVE ' SOIL' 10' WIDE 12' WIDE BEARING, SUPPORT SUPPORT 14' WIDE CAPACITY SPACING LOCATION REQUIRED REQUIRED REQUIRED REQUIRED REQUIRE PIER FOOTI 100 PSF 1500 PSF 2000 PSF p CAPACITY NG AREA PIER CAPACITY FOOTING D PIER REQUIRED FOOTING AREA CAPACITY AREA 4'-0" CHASSIS 1032 1 qg 1244 PERIMETER 2016 180 1420 206 291 2300 332 2500 360 6'- 0" CHASSIS 1548 2 23 1866 269 2130 308 PERIMETER 3024. 436 3450 497 3800 548 8'- 0` CHASSIS 2064 298 2488 359 2840 410 PERIMETER 4032 581 4600 663 5000 720 4'-0` CHASSIS 1032 144 1244 PERIMETER 2016 144 1420 144 194.. 2300 221 2500 CHASSIS 1548 1 49 240 6'- 0` 1866 180 2130 PERIMETER 3024 291 205 3450 332 3800 366 CHASSIS 2064 198 2488 239 2840 273 PERIMETER 4032 388 4600 442 5000 4'-0" CHASSIS 1032 144 1244 480 PERIMETER 2015 144 1420 144 146 2300 166 2500 180 6'- 0" CHASSIS 1548 144 1866 144 PERIMETER 3024 2130 154 218 3.450 249 3800 274 8'-0" CHASSIS 2064 149 2488 180 2840 205 PERIMETER 4032 291 4600 332 5000 360 NXES, 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TA8ULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 22 EPy N0. 004207 * CI VAI L �., 0 QROEESSIO,yq� • �t,SEP.yF< 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. AND ' WIDE T AT EACH 2. UNIT WIDTHE 0' WIDEING,LINE12' WHERE UNIT4REPRESENT WIDEWIDTHS ARE UNEQUAL. TH OF ( C042077 USE THE TABULATED SIDE 0 VALUES FOR THE LARGER FLOOR SECTION WIDTH. Up, kat -M 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. CIVI\- 4. THE MAXIMUM PERIMETER SUPPORT SPACING = 6'-0" 0/C.TEOFCAUEO� 23 16" MAX. EAVE `.AABLE I SUPPORT SCHEDULE - 80 PSF ROOF LOAD -- 12' WIDE 14' WIDE 10' WIDE , SOIL SUPPORT SUPPORT REQUIRED REFIRED RFOOTING REQUIRED FOOTING BEARING CAPACITY SPACING LOCATION PIER FOOTING AREA CAPACITY AREA CAPACITY AREA CAPACITY 149 1244 180 1420 206 CHASSIS 1032 4'-0"PERIMETER 2500 360 2880 415 3184 460 '1548 223 1866 269 2130 308 CHASSIS 1000 6'-0"4320 554 622 4776 690 PSF PERIMETER 3775 2064 298 2488 359 .2840 410 CHASSIS 8'-0" See Note 4 See Note 4. See Note 4 See Note 4 See Note 4 PERIMETER See Note 4 144 1244 144 1420 144 CHASSIS 1032 4'-0"2880 240 277 3184 306 ' PERIMETER 2500 149 1866 180 2130 205 CHASSIS 1548 1500 6'-0"4320 363 415 4776 460 PSF PERIMETER 3775 2 488 239 2840 273 CHASSIS 2064 198 , S'-0" See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 PERIMETER See Note 4 144 1244 144 1420. 144 CHASSIS 1032 4'-0"2880 180 208 3184 230 PERIMETER 2500 . 144 1866 144 2130 154 CHASSIS 1548 2000 6'-0"4320 272 311 4776 344 PSF PERIMETER 3775 2488 180 2840 205 CHASSIS 2064 149 8'-0" See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 --- - PERIMETER See Note 4 0 QROEESSIO,yq� • �t,SEP.yF< 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. AND ' WIDE T AT EACH 2. UNIT WIDTHE 0' WIDEING,LINE12' WHERE UNIT4REPRESENT WIDEWIDTHS ARE UNEQUAL. TH OF ( C042077 USE THE TABULATED SIDE 0 VALUES FOR THE LARGER FLOOR SECTION WIDTH. Up, kat -M 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. CIVI\- 4. THE MAXIMUM PERIMETER SUPPORT SPACING = 6'-0" 0/C.TEOFCAUEO� 23 L m 1 TABLE II RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD ' EXAMP�FnIA_0` �rpry FOR SUPPORT 'A' SPAN FOR SUPPORT RIDGE BEAM BEAM SUPPORT 'B' SUPPORT "A'RIDGRIDGE BEAM SUPPORT 'C" BEARING WALL I SUPPORT 'B' • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0 • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) TABLE II . RIDGE BEAM SUPPORTS — 20 PSF ROOF LOAD SUPPORT SOIL 10' WIDE POU Q CA PACNTGY MAXIMUM 12' WIDE l PSF REQUIRED MAXIMUM 14BOE (FEET) FAREAG SPA FOO ING MAXIMUM F0 UI 1000 13'-0" 288 (FEET) AREA (FEET ARE) O I 2000 1500 13'-O" 192 10'-6" 288- 9'-6" 288 10'-6' 2000 13'-Q" 144 192 9'-6" 192 1000 10'-6" 144 16'-0" 360 9'-6" 144 2500 1500 16'-0" 240 13'-0" 360 12'-0" 360 2000 13'-0" 16'-0" 180 12'-0" 240 1000 25'-6" 576 180 12'-0" 180 4000 1500 25'-6" 384 21 -6 , 576 19'-0" 576 2000 25'-6" 288 21'-6" 384 19'-0" 384 288 19'-0" 28 1000 32'-0" 720 8 26'-6" 720 32'-0" 480 24'-0" 720 5000 1500 26'-6" 2000 32'-0" 36026'-6' 480 24'-0" 480 6000 1000 38'-6" 864 32'-0" 360 24'-0" 360 1500 38'-6" 576 864 28'-6" 864 2000 32'-0" 576 38'-6" 432 28'-6" 576 1000 32'-0" 432 28'-6" 8000 1500 _ --- 43'-0" 1152 432 1152 2000 --- --- 37'-6" 43'-0" 768 --- 43'-0"768 576 37'-6" 576 �L �� QROFESS/OH,I I. PIER SUPPORTS ARE NOT REQUIRED UNDER BEARING WALLS AT THE MATING LINE \S�P�,� °SEPj/ FOR 20 PSF ROOF LOADS. 2. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 3. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH 0042077 SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 4. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. CIVIIVI 2004 r.. L 24 ` TABLE It RIDGE BEAM SUPPORTS - 30 PSF ROOF'LOAD EXAMPLE DIAGRAR Sr 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 2. UNIT WIDTHS 10' WIDE, 12' WIOE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH 0042077 SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH.-31-7�4 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2:5:1• M CIVI 25 SPAN FOR. SUPPORT 'A' SPAN FOR SUPPORT 'C' BEARING RIDGE BEAM RIDGE BEAM SUPPORT 'A" SUPPORT 'C' z WAIL � 1 - TMATIN IOGE BEAM 'B' o ¢ BEARING WALL UNE SUPPORT 7. SUPPORT PER f TABLE III. SPAN FOR SUPPORT 'B' z ,I n SPAN OPENINGS AT THE MATING LINE PIERS ARE REQUIRED AT EACH END OF CLEAR . RIDGE BEAM SUPPORT THAT ARE GREATER THAN 3"-0': TAKE THE SUM OF THE DISTANCES TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, • TO SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) ADJACENT TABLE II RIDGE BEAM SUPPORTS — 30 PSF ROOF LOAD 12' WIDE 14' WIDE SOIL SUPPORT BEARING 10' WIDE QQ REWIRED MAPIAUM RFOOTING MAPIAUM R OOTRNGD M$PAKM ED FOOTING AREA APACI VOUNOS) �pS(SFEET� AREA (FEET)) 8'-" 288 0 1000. 9'-6" 288 " -0 192 8' 7'-0" -.-,192 2000 1500 9'-6" 192 144 8'-0" 7'-0" 144 2000 9'-6" 144 10'-0" 360 360 1000 12'-0" 360 240 10'-0" 9'-0" 240 2500 1500 12'-0" 240 180 9'-0" 180 2000 12'-0" 180 576 16'-0" 14'-0" 576 1000 19'-6" 576 16'-0" 384 14'-0" 384 4000 1500 19'-6" 384 288 16'-0" 14'-0" 288 2000 19'-6" 288 20'-0" 720 17'-6" 720 1000 24'-0" 720 480 2011' 17'-6" 480 r 1500 5000 •24'-0" • . 480 20'-0" 360 17`-6" 360 2000 24'-0" 360 24'-0" 864 86.4 1000 29'-0" 864 24'-0" 576 576 6000 1500 29'-0" 5 76 24'-0" 432. .. 432 2000 29'-0' 432 32'-0" 1152 28'-6" 1152 1000 39'-0" 1152 32'-0" 768 28'-6" 768 8000 1500 39'-0" 768 32'-0" 576 28'-6" 576 2000 39'-0" 576 Q�pFESSIONA( o F SOSEP/y c, y Sr 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 2. UNIT WIDTHS 10' WIDE, 12' WIOE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH 0042077 SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH.-31-7�4 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2:5:1• M CIVI 25 i TABLE II RIDGE BEAM SUPPORTS 40 PSF ROOF LOAD ` EXAMPLEDIAGRA V BEARING WALL SUPPORT PER `O TABLE III. i7 PPORT 'A' SPAN FOR SUPPO RIDGE BEAM RIDGE BEAM SUPPORT "A" SUPPORT "C' `MATING UNE RIDPPORT "BGE BEAM SU' SPAN FOR SUPPORT 'B' • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH ENO OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". NC • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTA ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) ES TO TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD SUPPORT SOIL 10' NIDE lIPOUNDS� CApPACNTGI' MAXIMUM 12' WIDE (PSF SPA REQUIRED M SPA UM 14' WIDE (FEET) FAREA G REQUIRED MAXIMUM REQUIF F FOOTING 1000 5'-6- (EET AREA (FEET FOOTli 288 AREO 2000 1500 5'-6" 192 5'-6" 288 5'-6" 288 5'-6" 192 5'-6" 192 1000 11'_0" 576 4000 1500 11'-0" 384 11'-0" 576 11'-0" 576 11'-0" 384 11'-0" 384 1000 17'_0" 6000 1500 864 17'-0" 864 17'-0" 576 17'-0" 864 17'-0" 576 17'-0" 576 1000 23'-0" 1152 8000 1500 23'-0" 768 23'-0" 1152 23'-0" 1152 _ ... _ 23'-0" 768' - - .23.-0" 768 1000 28'-6" 10000 1440 28'-6' 1440 1500 28'-6" 960 28'-6" 1440 28'-6" 960 28'-6" 960 ND-IES- 1- REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 26 N0. 0042077 Ev• L31-= �C1VIt El # a SPAN FOf BEARING WALL / V BEARING WALL SUPPORT PER `O TABLE III. i7 PPORT 'A' SPAN FOR SUPPO RIDGE BEAM RIDGE BEAM SUPPORT "A" SUPPORT "C' `MATING UNE RIDPPORT "BGE BEAM SU' SPAN FOR SUPPORT 'B' • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH ENO OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". NC • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTA ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) ES TO TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD SUPPORT SOIL 10' NIDE lIPOUNDS� CApPACNTGI' MAXIMUM 12' WIDE (PSF SPA REQUIRED M SPA UM 14' WIDE (FEET) FAREA G REQUIRED MAXIMUM REQUIF F FOOTING 1000 5'-6- (EET AREA (FEET FOOTli 288 AREO 2000 1500 5'-6" 192 5'-6" 288 5'-6" 288 5'-6" 192 5'-6" 192 1000 11'_0" 576 4000 1500 11'-0" 384 11'-0" 576 11'-0" 576 11'-0" 384 11'-0" 384 1000 17'_0" 6000 1500 864 17'-0" 864 17'-0" 576 17'-0" 864 17'-0" 576 17'-0" 576 1000 23'-0" 1152 8000 1500 23'-0" 768 23'-0" 1152 23'-0" 1152 _ ... _ 23'-0" 768' - - .23.-0" 768 1000 28'-6" 10000 1440 28'-6' 1440 1500 28'-6" 960 28'-6" 1440 28'-6" 960 28'-6" 960 ND-IES- 1- REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 26 N0. 0042077 Ev• L31-= �C1VIt El TABLE II RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD cYet,IPI F DIAGRAM � SPAN FOR SUPPORT 'A' SPAN FOR SUPPORT 'C" RIDGE BEAM RIDGE BEAM BEARING Z WALL SUPPORT "A' SUPPORT "C" �n � I - MATING RIDGE BEAM o a BEARING WALL LINE SUPPORT "B' SUPPORT PER r . TABIE III. SPAN FOR SUPPORT 'B' m n . RIDGE BEAM SUPPORTPIERSApRE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING UNE THAT ARE GREATER • TO FIGURE THE EPSPAN THAT A PARTICULAR AR ICU DIAGRAM SUPPORT ABOVE) PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUP SUPPORT SOIL EAARIN APACI �POUNDS� C 20'-0" PSF 12' WIDE 1000 2000 1500 Q FOOTINGD 2000 27'-0" 1000 4000 1500 (FEET) 2000 288 1000 6000 1500 5'-4" 2000 4'-6" 1000 8000 150 144 20 144 100 10000 15 9'-0" 200 8-0" 10 12000 150 r0 TABLE II RIDGE TY p Op p BEAM SUPPORTS — 60 PSF ROOF LOAD 20'-0" p 26'-8" 12' WIDE 14' WIDI 10' WIDE MAPIAUM FOOTINGD MAXIM Q FOOTINGD MAXIMUM 27'-0" AREA ,S FEE ll T� AREA (FEET) (FE 5'-4" 288 4'-6" 288 4'_p" 5'-4" 192 4'-6" 192 4'_p.. 5'-4' 144 4'-6' 144 10'-8" 576 9'-0" 576 8-0" 10'-8" 384 8'-0" 10'-8" 288 288 16'-0" 864 12'-0" 16'-0" 576 13'-6" 576 12'-0" 16'-0" 432 13'-6" 432 16'-0" 21'-4" 1152 18'-0" 1152 768 18'-0" 768 16'-0" 576 18'-0" 576 20'-0" 26'-8" 1440 22'-6" 1440 960 20'-0" 00 26'-8" pp 960 22- 11 6 720 20'-0" p 26'-8" 720 22'-6" 1728 24'-0" 32'-0" 1728 27'-0" 1152 24'-0" 0 32'-0" 1152 27'-0" 864 24'-0" n 32'-0" 864 .288.- 192 144 576 384 288 864 576 432 1152 768 ' 576 1440 960 720 _1728 —1152 864 4ESS10, ISEPy NnTF : kQ � 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. _. NO. 2. UNIT WIDTHS D TME MATIINGELI12' WIDE, AND 14' WIDE NE. WHERE UNIT WIDTHS REPRESENT RE UNEQUAL, USE THE (TABULATED C042077 SID VALUES FOR THE LARGER FLOOR SECTION WIDTH. Ev 1-31-2�4 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. A CIVIC 27 0 I Hrs�t II RIDGE BEAM SUPPORTS — EXARE DIAGRAM � SPAN FOR SUPPORT •A• BEARING WALL BEARING WALL SUPPORT PER TABLE 111. n 80 PSF ROOF LOAD RI SUPPORT 'ADGE BEAM ' I RIDGE BEAM SUPPORT 'C' `-MATING LINE RIDGE BEAM SUPPORT '8' SPAN FOR SUPPORT 'B" 'C' • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0', . • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) TABLE II RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD SUPPORT SOIL 10' WIDE OUNOS� BEARING Tl' MAXIMUM REWIRE 12, SDE 14' SDE (PSF SPAS FOOTING M SPIA UM REQUIRED MAXIMUM (FEE'/ AREA FOOTING REQUIF 1000 8�_5• (FEET) AREA � A FOOTII 576 ARE) 4000 1500 8'-5" 384 7•-0" 576 6'-3" 576 7'-0" 2000 8'-5" 288 384 6'-3" 384 7'-0" 6000 1000 12'-8" 864 10'-8" 288 6'-3" 288 1500 12'-8" 57610'-8` 2 864 9'-4" 864 000 12'-8" 432 576 9'-4" 576 10'-8' 1000 17'-0" 8000 1152 14'-0" 432 9'-4' 4 -0" 768 32 1500 17' 1152 12'-6" 1152 14'-0" 768 12'-6" 768 2000 17'-0" 576 14'-0" 1000 21'-0" 1440 576 12'-6" 576 10000 1500 17�-g 1440 21'-0" 960 15'-6" 1440 17'-9" . ,• • '" 2000 - 21'-0" 720 9fi0 15'-6" 960 1000 17'-9" 720 25'-4" 1728 15'-6" 720 12000 1500 21'-4" 1728 25'-4" 1152 18'-6" 1728 21'-4" 2000 25'-4" 864 1152 18'-6" 1152 21'-4" 864 18'-6" 864 NQH-s- �Ep R FESSIOp/� 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. �S�P�SEPyFFy�y 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. 1�0�� SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE VALUES FOR THE LARGER FLOOR SECTION WIDTH. TABULATED 0042077 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. �• ,1_3L-.2� �,. CIVIL TABLE III SUPPORTS AT MATING LINE BEARING WALL - 30 PSF ROOF LOAD • EXAMPLE DIAGRAM ' � � MATiNC ^ �.; • • r�.I UNE z to CLE ' s CLEAR SPCLEAR AN MAIM LINE BEARING WALLS r . z o �.I ' r ®= MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. , RIDGE BEAM SUPPORTS PER TABLE IL "L" = SUPPORT SPACING PER TABLE III BELOW. . " TABLE III RIDGE BEAM SUPPORTS 30 PSF ROOF LOAD • 12' WIDE - 14' WIDE SOIL 10' WIDE SUPPORT BEARING SUPPORT REQUIRED SUPPO1RT REQUIRED SUPPORT REQUIRED �POUNOS� CA�PSF7Y SrACI F ARE S�FEET)G F� REAG SP EET�G FOOTING 4'-0" 288 (3'-6" 288 1000 4'-6" 288 192 r3'-6" -.192J 4'-O" 00 , r• 1500 _ 4'-6" 192 144 3._6" 144 4'-6"' 144 4'-0" 360 360 2000 - 4'-6" 5.-0" • 1000 6'-0" 360 240 T , _ _ 240) 5'-0" 2500 r 1500" 6'-0" 240 180 180 6'-0' 180 5'-0 576 576 ' 2000 1000 9'-6' 576 7»_0" _ 384' j. 384 8'-0" 384 %. - 4000 r 1500 9'-6" 288 7'-0" 288 2000 9'-6 288 8'-0" 720 9'-0" 720 '-0" 1000 12'-0 7 10 480 ! ..- 9'-0" _ - 480 .:. r 1500'" 12'-0 480.' 10'-0" 360 9,_0„ ^360' r. .•f5000 • 10'-0" 2000' 12'-0" • 360 864 10'=6" 864 ' -0" 1000 14'-0" 864 12 576. _576'7 • - 6000 ( 1500 14'-0" 576 12' 0" 432 10'-6 _ .432 2000 14'-0" 432 12'-0" otilsSIOpq�.�� �pSEPy�,j�� 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 2. SIDE WIDTHS MATING LINE.'WHERE WIDTHS ARE UNEQUAD 14' WOE REPRESENT L, USE' THE UNIT AT EACH C042077 SID 'k VALUES FOR THE LARGER FLOOR SECTION WIDTH. E.T. X31- 3. THE MAXIMUM LENGTH TO WIDThI' RATIO FOR FOOTING PADS IS 2.5:1. GIVII ' �frOFCAUEO 29 TABLE III -SUPPORTS AT MATING LINE BEARING WALL - 40 PS -------------- F ROOF LOADS i D 'L' �o M MATING LINE - CLEAR SPAN CLEAR MATING LINE BEARING WALLS LEGEND• ®= MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. QJ = RIDGE BEAM SUPPORTS PER TABLE II. "L" = SUPPORT SPACING PER TABLE III BELOW. ABLE III MATING LINE WALL SUPPORTS - 40 PSF R, SUPPORT FPOUNDS� SOIL CAP C 10', 12', 14' WIDE TY / S ACORG REQUIRED FOOTING 4000 100 0 (PFEET� 5'-0" AREA 504 1500 5'-0' 336 5000 1000 7'-0" 706 1500 7'-0" 470 w _ . 6000 1000 8'-0" '806 1500 8'-0" 540 7000 1000 9'-6' 960 1500 9'-6" 640 1S- 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 30 QROFES; SO E N0. 0042077 0 �Illll�w���w" CHASSIS I -BEAM OR 8'x 16" MINIMUM CONT. CONCRETE FOOTING FLOOR RIM JOIST. FLOOR RIM JOIST METAL PIERS - MULTIPLE METAL PIERS CONTACT PAD CHASSIS I -BEAM ADJUSTABLE NUT TIGHT BOCK M WOOD LATE CONC. BLOCK MAY FILL THE OR FLOOR RIM JOIST OR PIER AND MAIN FRAME. 2" OR 4" SOLID • II U 1 APPROVED 2" APPROVED 2" RISER NOMINAL TREATED LUMBER FOOTING NOMINAL TREATED LUMBER FOOTING APPROVED METAL PIER FRAME PAD OR 4" THICK SOLID CONCRETE PAD OR 4" THICK SOLID CONCRETE z ICELLS STANDARD B"x 8"x 16' CONCRETE BLOCKS WITH PLACED VERTICALLY. THE PAD. in I BLOCKS SHALL BE INSTALLED W/ 16" �Illll�w���w" (2) 16d TOE-NaL---- 8'x 16" MINIMUM CONT. CONCRETE FOOTING FLOOR RIM JOIST. 10 A METAL PIERS - MULTIPLE METAL PIERS GAP BETWEEN TOP OF PIER AND MAIN FRAME MAY BE A WOOD PLATE WIDE x 6' LONG x 1' THICK MINIMUM CHASSIS I -BEAM EXCEEDING 2" IN THICKNESS) AND 4' WOOD SHIMS (WEDGES), FITTED AND DRIVEN TIGHT BOCK M WOOD LATE CONC. BLOCK MAY FILL THE OR FLOOR RIM JOIST OR PIER AND MAIN FRAME. 2" OR 4" SOLID • II U 1 REMAINDER OF THE GAP. 2 LAYERS PIER CAP: 2x8xl6" WOOD ( PIER CAP,. 4"x 16"x 16' SOLID CONCRETE BLOCK /I 1.1 MAX). OR 4x8x16' SOLID CONCRETE, OR EQUIVALENT. II 1 OR COMBINATION OF BOTH- OPEN OR CLOSED CELL DOUBLE CONCRETE BLOCKS - z ICELLS STANDARD B"x 8"x 16' CONCRETE BLOCKS WITH PLACED VERTICALLY. THE (SOLID OR CELLED) WITH BLOCKS INTERLOCKED AND in I BLOCKS SHALL BE INSTALLED W/ 16" CAPPED AS SPECIFIED zd DIMENSION PERPENDICULAR TO OR ALTERNATE DIRECTION ABOVE. i 1 -BEAMS OF EACH COURSE. FOOTING: 18'x 16'x 4' SOLID - CONCRETE OR OTHER PRODUCT I 16' _ APPROVED 2" NOMINAL TREATED APPROVED FOR THE PURPOSE. (BLI - LUMBER FOOTING PAD OR 4 THICK SOLID ONC. BLOCKS W1 JOINT BETWEEN BLOCKS PARALLEL SOLID CONCRETE PAD. TO THE STEEL I -BEAM FRAME. FINISH GRADE CONCRE CHASSIS I -BEAM OR (2) 16d TOE-NaL---- 8'x 16" MINIMUM CONT. CONCRETE FOOTING FLOOR RIM JOIST. FULL LENGTH OF THE (2) 2x6 NAILED TOGETHER WITH 16d NAILS AT 4 0/C I -BEAM OR RIM JOIST. (NO SPLITS ALLOWED) 16d NAILS AT FOOTINGS INSET 9": • II U 1 MAY BE INSTALLED APPROVED CONCRETE /I 1.1 PERPENDICULAR TO BLOCK OR METAL PIER. INDIVIDUAL OR COM- II 1 CHASSIS I -BEAM AT NO MORE THAN B'-0' BINED PIER LOADS IL v Q a1. • 0/C, WITH FOOTING EQUAL TO _n LENGTH HOME WIDTH. 'Ijr FINISH GRADE W�E REQUIRED BY (2) f 4 CONTINUOUS LOCAL AUTHORITY, I 16' _ REBAR LAPPED MATING LINE PERIMETER FLOOR JOISTS 12 CHASSIS 1_ BEAM OR FLOOR RIM JOIST o .o zZ a n i w t•• � to uj CD FINISH GRADE 12 WHEN A PIER IS FOUNDED ON TWO OR MORE FOOTING PADS AND THE LENGTH OF THE MULTIPLE PAD, A LOAR BASE IS LESS DEDISTR DISTRIBUTING ELE ENT IS REQUIRED F TME AND SHALL BE APPROVED 2 x ATEA LEAST EQUAL AND OTHE RWIDTH APPROVED MATERIAL W/ OF THE PIER AND LENGTH AT LEAST EQUAL TO THE WIDTH OF THE MULTIPLE PADS. CONCRETE O TBLOCK OR METAL PIER) SUPPORTS AT SIDEWALL FLOOR r �2) 16d NAILS �. OE -NAILED (WHERE ACCESSIBLE) APPROVED PIER (PERIMETER SUPPORT) APPROVED FOOTING SUPPORT CAPACITY fOR THIS CONDITION 3000 POUNDS MAXIMUM N 0� 1 INTENPIERS DED USE DBYFOOTINGS THE GAUTHORITf HAVING APPROVED . UR JURISDICTION. ON. 2 A MINIMUM GROUND BENEATH THE LOWEST MEMBER EOFFTHE CHASSIS 0-BEAM). 12' SHALL BE NED 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS SHALL BE 2.5:1 . 4. ALL FOOTINGS (PADS OR CONTINUOUS) MAY BE PLACED DIRECT- LY ON THE GROUND SURFACE WHERE ALLOWED BY THE LOCAL JURISDICTION, PROVIDED THE SOIL IS FIRM AND UNDISTURBED, OR COMPACTED FILL, FREE OF GRASS AND ORGANIC MATERIAL 5. TOF PIER OP HEIGHT THE FOOTING TO THE MAXIMUM BOTTOM OF THERE BFROM UNDER THE MAIN PERIMETER ORME, AND 48* MAXIMUM CENTERLINE FLOOR RIMTJOIST. BOTTOM THE ONE-FOURTH OF THE AREA OF NU - e. FACTURED HOMErTHAN EA IS INSTALLED SO THAT THE BOTTOMOFTHE ROUND LEVEL, THEEMEMBERS ARE EF MAIN FOUNDATION SYSTEM SHALL BEDESIGN D BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AND THE INSTALLATION SHALL BE APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION. jOS E Py NO. 0042077 p rs 7/31/02 E* lnsgwm INSTRUCTIONS' 20 PSF 4Q PSI 30 PSF 6 PSI 80 PSI t[-17-95 c- O (2) 16d TOE-NaL---- (2) 2x6 Y 2 DF OR- 99ETTER NAILED (2) 2x6 NAILED TOGETHER WITH 16d NAILS AT 4 0/C TOGETHER WITH (NO SPLITS ALLOWED) 16d NAILS AT INSET 9": 4" O/C. APPROVED 3/4" x 1-1 MAY OCCUR PIERS rNoTE-A BOTTOM BLOCKING. TCH MUST m- AT 16" MIN OUTSIDE EDGE 12 CHASSIS 1_ BEAM OR FLOOR RIM JOIST o .o zZ a n i w t•• � to uj CD FINISH GRADE 12 WHEN A PIER IS FOUNDED ON TWO OR MORE FOOTING PADS AND THE LENGTH OF THE MULTIPLE PAD, A LOAR BASE IS LESS DEDISTR DISTRIBUTING ELE ENT IS REQUIRED F TME AND SHALL BE APPROVED 2 x ATEA LEAST EQUAL AND OTHE RWIDTH APPROVED MATERIAL W/ OF THE PIER AND LENGTH AT LEAST EQUAL TO THE WIDTH OF THE MULTIPLE PADS. CONCRETE O TBLOCK OR METAL PIER) SUPPORTS AT SIDEWALL FLOOR r �2) 16d NAILS �. OE -NAILED (WHERE ACCESSIBLE) APPROVED PIER (PERIMETER SUPPORT) APPROVED FOOTING SUPPORT CAPACITY fOR THIS CONDITION 3000 POUNDS MAXIMUM N 0� 1 INTENPIERS DED USE DBYFOOTINGS THE GAUTHORITf HAVING APPROVED . UR JURISDICTION. ON. 2 A MINIMUM GROUND BENEATH THE LOWEST MEMBER EOFFTHE CHASSIS 0-BEAM). 12' SHALL BE NED 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS SHALL BE 2.5:1 . 4. ALL FOOTINGS (PADS OR CONTINUOUS) MAY BE PLACED DIRECT- LY ON THE GROUND SURFACE WHERE ALLOWED BY THE LOCAL JURISDICTION, PROVIDED THE SOIL IS FIRM AND UNDISTURBED, OR COMPACTED FILL, FREE OF GRASS AND ORGANIC MATERIAL 5. TOF PIER OP HEIGHT THE FOOTING TO THE MAXIMUM BOTTOM OF THERE BFROM UNDER THE MAIN PERIMETER ORME, AND 48* MAXIMUM CENTERLINE FLOOR RIMTJOIST. BOTTOM THE ONE-FOURTH OF THE AREA OF NU - e. FACTURED HOMErTHAN EA IS INSTALLED SO THAT THE BOTTOMOFTHE ROUND LEVEL, THEEMEMBERS ARE EF MAIN FOUNDATION SYSTEM SHALL BEDESIGN D BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AND THE INSTALLATION SHALL BE APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION. jOS E Py NO. 0042077 p rs 7/31/02 E* lnsgwm INSTRUCTIONS' 20 PSF 4Q PSI 30 PSF 6 PSI 80 PSI t[-17-95 c- O PROVIDE CHASSIS, PERIMETER. AND MATING UNE PIER SUPPORTS PER STANDARD MODEL MATING LINE - CHASSIS MAIN BEAMS (TYP.) (FULL WIDTH) SIDEWALL _1 PROVIDE SPECIAL PIER��4'_O-2� AT (4) LOCATIONS OF PORCH AS SHOWN - FOR MINIMUM CAPACITIES SEE TABLE AT RIGHT OF THIS SHEET. SUPPORT PLA PROVIDE CHASSIS, PERIMETER, AND MATING LINE PIER SUPPORTS PER STANDARD MODEL PROVIDE --I RIDGE BEAM COLUMN PIER SUPPORTS PER 'CARPET LAYOUT AND RIDGE BEAM FIELD SUP- PORT PIER' DRAWING PROVIDE CHASSIS, PERIMETER, AND MATING LINE PIER SUPPORTS PER STANDARD MODEL MATING UNE - CHASSIS MAIN c 1 BEAMS (TYP.) I SIDEWALL - -I SPECIALAND PADS' AT ALLE(4) CORNERSROF PORCH - FOR MINIMUM CAPACITIES SEE TABLE AT RIGHT OF THIS SHEET. — END 6 PORCH W RECESSED ENTRY SUPPORT PLA MATING NOTE- PROVIDE CHASSNDIS. UNE FIREPLACE MAY PERIMETER, A OCCUR AT ANY MATING LINE PIER ENDWALL SUPPORTS PER STD. MODEL ENDWALL SIDEWALL -----J PROVIDE SPECIAL PIER AND PAD AT CENTER OF FIREPLACE END JOIST AS SHOWN - FOR MINIMUM CAPACITIES SEE TABLE UPPER RIGHT OF THIS SHEET. 'LAN - ENDWALL FIRFPI ArF END PORCH (FULL WIDTH) -ENDWALL PORCH/DECK PROVIDE —J RIDGE BEAM COLUMN PIER SUPPORTS PER 'CARPET LAYOUT AND RIDGE BEAM FIELD SUP- PORT PIER' DRAWING END PORCHsa DECK g MATING 10'-0' MAX. LINE � ENDWALL la 3 CHASSIS MAIN } FBEAMS (TYP.) a ENDWALL SIDEWALL —I PROVIDE SPECIAL PIERS AND PADS AT THE (2) PORCH LOCATIONS SHOWN - FOR MINIMUM CAPACITIES SEE TABLE AT RIGHT OF THIS SHEET. PPORT PLAN — CORNER PORC PROVIDE --1 RIDGE BEAM COLUMN PIER SUPPORTS PER 'CARPET LAYOUT AND RIDGE BEAM FIELD SUP- PORT PIER' DRAWING LEGEND— ■ CHASSIS PIER SUPPORT PER 'TABLE I SUPPORT SCHEDULE'. -PERIMETER PIER SUPPORTS PER 'TABLE I SUPPORT SCHEDULE'. (NOT REQUIRED FOR 20 PSF ROOFS) ® __MATING LINE BEARING WALL PIER SUPPORTS PER 'TABLE III - SUPPORTS AT MATING UNE' SCHEDULE. -RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW REFERENCE 'TABLE II RIDGE BEAM SUPPORTS' SCHEDULE TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING MINIMUM PIER CAPACITIES; PIER REQUIREMENTS FOR END PORCHES, CORNER PORCH AND FIREPLACES ® ROOF LIVE LOAD/ PIER CAPACITY 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF END PORCHES 2000 IDs. 2500 lbs. 4000 lbs. 4000 Iba. 6000 Ibe. CORNER PORCH 2000 lbs. 2500 lbs. 4000 lbs. 4000 Iba. 6000 lbs. FIREPLACE 2000 lbs. 2500 lbs. 4000 lb& 4000 Iba. 6000 lbs NDM5:. 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED ABOVE, USE THE 'REQUIRED FOOTING AREA' COLUMN OF 'TABLE 11 - RIDGE BEAM SUPPORTS' SCHEDULE, MAKING SURE TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR SITE CONDITION, THE CAPACITY LISTED ABOVE, AND THE CORRESPONDING PAD SIZE LISTED. 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING UNE THAT ARE GREATER THAN 3'-0'. 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO TABLES If AND III FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. N0. 0042677 Eq. 3-]t-= "LIMO SUPPORT PLANS PORCHES -AND FIREPLACES K aulw By D. I D kneQn ern .t 30 PSF'40 PSF c 60 PSF 80 PSF DATE 2-6-95 , PROVIDE CHASSIS. MATING LINE R DGEETERBEAM COLUMN PIER AND SUPPORTS PER STANDARD MODEL S U P P O R T P L A N MATING LINE CHASSIS MAIN BEAMS (TYPICAL) le 12'- - 0 U T S E 7 F L 0 PROVIDE CHASSIS, PERIMETER, MATING UNE AND RIDGE BEAM COLUMN PIER SUPPORTS PER STANDARD MODEL S U P P O R T P L A N PORCH POST PERIMETERF' ABOVE FLOOR JOISTS (2) 16d TOE-NAIL-- (2) OE-NAIL — (2) 2x6 # 2 OF OR -- BETTER NAILED TOGETHERMATH 16d NAILS AT 4' 0/C I(No SPLITS ALLOWED) 9' MA; PIER UNDER EACH PORCH POST ABOVE APPROVED MATING UNE _ - - RECESSED SIDEWALL PORCH CHASSIS MAIN BEAMS (TYPICAL) SIDEWALL R E C E S S E RECESSED �� DEWALL ABOVE) (2) 18d NAILS TOE -NAILED (WHERE ACCESSIBLE) 7- MAX viINSTALL PIER AT EACH FACTORY INSTALLED OUT- RIGGER do WHEN OUTRIGGER IS GREATER THAN 24' FROM END OF OUTSET,, INSTALL PIER AT END OF OUTSET. SIDEWALL INSTALL PIERS UNDER MIDDLE POST AT PORCH ABOVE. (MORE THAN ONE POST MAY OCCUR , DEPENDING UPON THE FLOORPLAN) CAPACITIES PER TABLE AT RIGHT. IVINSTALL PIERS UNDER EACH PORCH END -POST ABOVE. 8- MAX 8' MAX CAPACITY PER TABLE AT RIGHT. D SIDEWALL - P O R C H STANDARD SIDEWALL -'i -HIPI OUTSET (BEYOND) II I 11 I TYPICAL FLOOR --I 16ZI lnl%\STD. CHASSIS Ij U \\� PIER SUPPORT (BEYOND) fr \\\ FACTORY INSTALLED OUTRIGGERS . CHASSIS PIER SUPPORT PER 'TABLE I SUPPORT SCHEDULE`. -PERIMETER PIER SUPPORTS PER 'TABLE I SUPPORT SCHEDULE". (NOT REQUIRED FOR 20 PSF ROOFS) -MATING LINE BEARING WALL PIER SUPPORTS ® PER 'TABLE III - SUPPORTS AT MATING UNE' SCHEDULE -RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW � m REFERENCE TABLE II RIDGE BEAM SUPPORTS' SCHEDULE. _TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCti m p PIER CAPACITIES: LOCATED S NOTED WITH THE FOLLOWING M PIER CAPACITY REQUIREMENTS FOR OUTSET FLOOR AND PO CHCOLUMN ROOF UVE LOAD /PI PIER LOCATION 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF OUTSET FLOORS 2500 lbs. 2500 Iba. --- SIDEWALL PORCH 2000 4000 4000 6000 6000 END - POSTS POUNDS POUNDS POUNDS POUFS POUNDS SIDEWALL PORCH 2000 LB. 4000 LB. 4000 MIDDLE - POSTS POUNOS POUNDS POUNDS POUNDS POUNDS DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED ABOVE. USETHE 'REQUIRED FOOTING AREA' COLUMN OF TO USE 'TABLE!THE SOILEBEARING BEAM UCAPACITY THATDMATCHESIYOUR RE SITE CONDITION. G THE SIZE LISTED.TLISTD ABOVE. AND THE CORRESPOND 2 RIDGE AM CLUMN END OFBECLE ROSPAN OPENINGS NGSER P�TTHE MATINS ARE G ILINE RED AT ARE GREATER THAN 3'-0.- 3TIONS . RIGE BEAM EADCH INDIVIDUAUFLOOR UMN EPLAN. REFER TOR SUPPORT ATABLES IRI AND TII FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. INSTALL PIER AT EACH FACTORY INSTALLED OUT- RIGGER & WHEN OUTRIGGER IS GREATER THAN 24' FROM END OF OUTSET, INSTALL PIER AT EA. END MAN OF OUTSET FLOOR 1 7,.- " NO. 0042077 EV. t-SI� SUPPORT PLANS OUTSET FLOOR AND 30 PSF 40 PSF. RECESSED SIDEWALL 60 PSF 80 PSF R Nnl T cuA 2-3 _95 _ C� Ir \\ 11 \\\ STD. CHASSIS PIER SUPPORT (BEYOND) 7- MAX viINSTALL PIER AT EACH FACTORY INSTALLED OUT- RIGGER do WHEN OUTRIGGER IS GREATER THAN 24' FROM END OF OUTSET,, INSTALL PIER AT END OF OUTSET. SIDEWALL INSTALL PIERS UNDER MIDDLE POST AT PORCH ABOVE. (MORE THAN ONE POST MAY OCCUR , DEPENDING UPON THE FLOORPLAN) CAPACITIES PER TABLE AT RIGHT. IVINSTALL PIERS UNDER EACH PORCH END -POST ABOVE. 8- MAX 8' MAX CAPACITY PER TABLE AT RIGHT. D SIDEWALL - P O R C H STANDARD SIDEWALL -'i -HIPI OUTSET (BEYOND) II I 11 I TYPICAL FLOOR --I 16ZI lnl%\STD. CHASSIS Ij U \\� PIER SUPPORT (BEYOND) fr \\\ FACTORY INSTALLED OUTRIGGERS . CHASSIS PIER SUPPORT PER 'TABLE I SUPPORT SCHEDULE`. -PERIMETER PIER SUPPORTS PER 'TABLE I SUPPORT SCHEDULE". (NOT REQUIRED FOR 20 PSF ROOFS) -MATING LINE BEARING WALL PIER SUPPORTS ® PER 'TABLE III - SUPPORTS AT MATING UNE' SCHEDULE -RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW � m REFERENCE TABLE II RIDGE BEAM SUPPORTS' SCHEDULE. _TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCti m p PIER CAPACITIES: LOCATED S NOTED WITH THE FOLLOWING M PIER CAPACITY REQUIREMENTS FOR OUTSET FLOOR AND PO CHCOLUMN ROOF UVE LOAD /PI PIER LOCATION 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF OUTSET FLOORS 2500 lbs. 2500 Iba. --- SIDEWALL PORCH 2000 4000 4000 6000 6000 END - POSTS POUNDS POUNDS POUNDS POUFS POUNDS SIDEWALL PORCH 2000 LB. 4000 LB. 4000 MIDDLE - POSTS POUNOS POUNDS POUNDS POUNDS POUNDS DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED ABOVE. USETHE 'REQUIRED FOOTING AREA' COLUMN OF TO USE 'TABLE!THE SOILEBEARING BEAM UCAPACITY THATDMATCHESIYOUR RE SITE CONDITION. G THE SIZE LISTED.TLISTD ABOVE. AND THE CORRESPOND 2 RIDGE AM CLUMN END OFBECLE ROSPAN OPENINGS NGSER P�TTHE MATINS ARE G ILINE RED AT ARE GREATER THAN 3'-0.- 3TIONS . RIGE BEAM EADCH INDIVIDUAUFLOOR UMN EPLAN. REFER TOR SUPPORT ATABLES IRI AND TII FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. INSTALL PIER AT EACH FACTORY INSTALLED OUT- RIGGER & WHEN OUTRIGGER IS GREATER THAN 24' FROM END OF OUTSET, INSTALL PIER AT EA. END MAN OF OUTSET FLOOR 1 7,.- " NO. 0042077 EV. t-SI� SUPPORT PLANS OUTSET FLOOR AND 30 PSF 40 PSF. RECESSED SIDEWALL 60 PSF 80 PSF R Nnl T cuA 2-3 _95 _ C� LE III - SUPPORTS AT MATING LINE BEARING WALL -.60 & 80 PSF ROOF. .LOA is M MATING UNE T_ �ARSPAN — SP MATING UNE BEARING Cl WALLS LE LM ® = MATING UNE BEARING WALL SUPPORTS PER TABLE III BELOW. Er = RIDGE BEAM SUPPORTS PER TABLE II. "L" = SUPPORT SPACING PER TABLE III BELOW. TABLE III RIDGE. BEAM SUPPORTS - 60 PSF ROOF LOAD SUPPORT SOIL 10' WIDE Q� FBEARING POUNDS� C/jP SCITY SU AC�RG FOOTING SUPPORT 2' DRE UI RED ll�P rF)J $ 14' WIDE �FEET� AREA SpA E)G FAREAG S� C RG FOOLING 1000 5'-4' 576AREA 4000 1500 5'-4" 384 4'-6" 576 576 4'-6" 2000 5'-4- 288 384 4'-O" 384 4'-6" 288 TABLE III RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD SUPPORT SOIL 10'. WIDE P OUNOS� C BEARING TI' SU APORt; REWIRED SUPPORT 2, SDE 14' WIDE 1000) �FEET� FAREAG S FEET G FgREAG SUPPORT UQACO G FOOTING 4000 1500 4'-3- 576 �'-6� 57 IFEETY AREA 4'-3- 384 6 3'-0" 576 3'-6" 384 3,-0" 384 2000 4'-3' 288 3'-6" 288 NO-- TESL' 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT W10THS ARE UNEQUAL, USE THE TABULATED VALUES FOR JHE LARGER FLOOR SECTION WIDTH. 3 -THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 31 S N0. 0042077 ETCIVIL FACTORY INSTALLED WA FLEXIBLE rLnz "';- ` PIPING CONNECTED DIRECTLY THROUGH SWIVEL CONNECTOR AND COUPLING ATER LINE CROSSOVER COUPLING WITH ADJUSTABLE SCREECLAMP ABS COUPLING W/ FLOOR DRAIN UNE DRAIN LINE CROSSOVER NoTFS FOR LTACHED 1 ABSVENT TM ASPECIFICALL FITTINGSSTIC PIPE ANUFACTUREDTFOR USE USE IN MENABS PLASTIC PIPE CONNECTIONS. APPLY IN ACCORDANCE WITH WMANUFACTURERS ITH ASTM D 2235 S81 OR NSF -141985. SHALL COMPLY 2. ALL JOINTS AND CONNECTIONS SHALL BE CORRECTLY BE NSERTEDETO THE FULL DEPTH OFD FOR TIGHESS. �THE ISHALLPE SOCKETS EACH FITTING. 3. THE DRAIN OUTLET MUST BE PROVIDED WITH A MINIMUM CLEARANCE OF 3' IN ANY DIRECTION FROM ALL PARTS OF THE STRUCTURE OR APPURTENANCES AND WITH NOT LESS THAN 18' UNRESTRICTED CLEARANCE DIRECTLY IN FRONT IOF THE DRAIN OUTLET - 4 t'I F.ANOUTS SHALL BE ACCESSIBLErTHROUGH n perTl Y IN 6 FACTORY INSTALLED WATER LINE WATER GRV»uvcn ren CONNECTOR SUPPLIED BY THE MANUFACTURER (MUST BE LISTED FOR EXTERIOR USE) FLOOR NOIT N00LS SHALL BE OPTIONAL QUICK USED ON THE QUICK' DISCONNECT ------- DISCONNECT DEVICE. DEVICE (SUPPLY) SHUTOFF VALVE, NOT REQUIRED WHEN QUICK DISCONNECT 6 IS. USED 3 GAS LINE CROSSC NQM DRAIN LINE TEST TO BE CONDUCTED AFTER ASSEMBLY. INTERIOR PARTITION FLOOR ALTERNATE WATER LINE CROSSOVER JOINT To DRAIN TEST TO BE AFTERUCTED CTFD ASSEMBLY CONTER A' % BELOW. COLORS WITH MUST MATCH MPSool CAPS BEFORE LL TO 1/4' PER f00T STUBBED IF D OFIS N.UTEATFUPPER UNE TUB OR TUB/SHOWER STRAINERWIAND F—SWIVEL ADAPTER ENOOT LOOSE DRAIN SECTION(ONE OUTLET ONLY) COUPLING WITH ADJUSTABLE SCREW CLAMPS STUBBED LINE COLORS MUST MATCH 6 SEE 'NOTES FOR DETACHED DRAIN ASSEMBLY BELOW D TYPICAL DETACHED DRAIN ASSEMBLY RAIN ASSE►�RI Y — pFTAIL "E" 5. SUPPORT DRAIN LINES) BY FACTORY INSTALLED PLUMBERS TAPE .OR PLASTIC STRAPS At 48' 0/C MAX. WRAP LOOSE END OF STRAP AROUND PIPE AND NAIL TO FLOOR JOIST OR FASTEN TO CHASSIS WITH SELF—TAPPING SCREW. ASSURE PROPER SLOPE AUf TOWARD OUTLET OF 1/4' PER F00T MIN. OR 1/8" MIN. PTFROVIDOED AT UPPER END OF DRAIN ERE FACTORY ELINE.EANOUT IS 6.'PERFORM DRAIN UNE 'FLOOD LEVEL TEST" AFTER ASSEMBLY ACCORDING TO THE FOLLOWING PROCEDURE: THE ,FIXTURES USHALL BEE CONNECTED, D HOME LAND BE IPOSITION,N A LEVEL ALL THE ENTIRE SYSTEM SHALL BE FILLED WITH WATER TO THE RIM OF THE TOILET BOWL (TUB do SHOWER DRAINS SHALL BE PLUGGED). AFTER ALL TRAPPED AIR HAS BEEN RELEASED, THE TEST SHALL BE SUSTAINED LEAKS. THEN SYSTEMOT LESS AEVIDENCE SHALL ®E UNPLUGGED AND OF EMPTIED. THE WASTE PIPING ABOVE THE LEVEL OF THE TOILET BOWL SHALL THEN BE TESTED AND ARF FILLENO D INDICATION WATER do 1\' VENT MATING JOINT GAS CONNECTOR SUPPUED BY MANUFACTURER —REMOVE DUST CAPS BEFORE CONNECTING 6 C TUB OR TUB/SHOWER STRAINERWIAND F—SWIVEL ADAPTER SANITARY TEE 1\' OR 2' PIPE I I TO MAIN DRAIN LOOSE DRAIN SECTION tlHE p=TRAP COVER W/ INSULATION LL BE SHIPPED LOOSEELD INSTALLED "P - TRAP" 1 FACTORY 1 INSTALLED 1/2' MIN CPVC PIPE h ELBOWS EACH SIDE OF I I MATING LINE. SHIP LOOSE, SITE INSTALLED CPVC CROSSOVER PIPE WITH 2 ELBOWS, SIZED TO MATCH FACTORY PIPE SIZES. PIPE SHALL BE INSERTED TO FULL DEPTH OF EACH FITTING. SPROVED FOR CPVCFITTINGS. CEMENT ALT WATER CROSSOVER - CPV "SET-UP INSTRUCTIONS" PLUMBING. APPROVED COUPLINGS 1\7 PIPE 'P'- TRAP W/ UNION 8 MARRIAGE UNE FLOOR DECKING 2 x 6 RIM JOIST FLOOR SEALER TO PREVENT INFILTRATION BOTTOM BOARD - PATCH W/ VINYL TAPE AT LAG SCREWS 3/8" x S" MIN. LAG SCREWS 0 18"0/C (ALTERNATE SIDES AS SHOWN) TYPICAL OUTRIGGER (MATING ANGLES NOT REQUIRED) .00R CONNECTION REQUIRED AT FLOI 2x SOLDE 08 BA TYPIC) LINE MATING LINE 4 GENERA NOTFc I. THESE INSTRUCTIONS SHALL BE FOLLOWED FOR FLOOR CONNECTION AND ELECTRICAL GROUNDING ACROSS MATING LINES WHEN CHASSIS MATING ANGLES ARE NOT FACTORY INSTALLED. 2. WHERE MATING ANGLES ARE INSTALLED ON ANY TWO OUTRIGGERS THAT ARE ALIGNED ACROSS CENTERLINE, IT IS PERMISSABLE TO GROUND THE CHASSIS IN ACCORDANCE WITH "SHEET S-10" DETAIL "D" AND "SHEET S-10, GENERAL NOTE NO. 4 N0. .0042077 -CIVILi ALTERNATE FLOOR CONNECTION 20 PSF MAIN By 30 PSF 4 3 C. BUE w¢3 -7A- , C_ � RANSIT 7/16' APA RATED 24/16 SHEATHING --s H LONG INSTALLED ITBLOCK (2) LAYERS TYPE 1S FELT OR ASPHALT RIDGE SHINGLES FIELD INSTALLED W/ (2) DIMENSION PERPENDICULAR TONG W1 6d NAILS O 6 0/C APPROVED EQUAL FIELD INSTALLED, EXTENDING 6 12 GA. x 1 1/4" ROOFING NAILS AT EACH SHINGLE + MINIMUM ON EACH SIDE OF UNIT CENTERLINE LAST COURSE OF SHINGLES FIELD INSTALLED W/ (4) 12 ROOP SHEATHING GA. X 1 1/4" ROOFING NAILS AT EACH SHINGLE GABLE TRUSS FACTORY INSTALLED SHINGLES (2) LAYERS 13/ FEL AFTER RIDGE BEAM BOLTING, ATTACH 3/8"x 0R APPROVED EEQUAL 12' (MIN) PLYWOOD FACTORY INSTALLED CLOSURE STRIP WITH Bd NAILS AT 8' 0/ 6E NAILS AT 6" O/C TO 2x3 RAFTER RAIL AND RAILS (2) 6d NAILS TO EACH 91FTER. (2) 2x3 RAFTER RIDGE BEAM TYPICAL ROOF TRUSS `112' DIA BOLTS W/ WASHERS 2 MIN. FRO//M TOP OR BOTTOM F RIDGE BEA* LAG SCREWS. FORMSPAIC190 AND BOLT CLUSTERS REQUIRED OVER SUPPORT POSTS SEE � 4:12 ROOF 12 A SECTION - TRANSITION FROM ' - UP DETAIL - TAG STANDARD UNIT 'C' UNIT ED 24/18 SHEATHING'B' INSTALLED WITH LANG rEE ENDICULAR TO ILS O 6' 0/C MATINGFACTORY INSTALLED TEMPORARY WEATHER PROOFING MTL. FOR PROTECTION DURING do STORAGE T MAX IDARD TAG UNIT 'C' UNIT FIELD BOLTING QUANTITIES PER 12 1/8' NMT14 x BLOCKING v �— (FACTORY INSTALLED) �— TYPICAL TAG UNIT TRUSSES AT 18" OR 24" O/C TAG UNIT MATING WALL 12 B TO "C" _ 1��AA CLOSE—UP MATERIAL SHALL BE SUPPLIED BY THE MANUFACTURER. ATE To 2 AS AN MAY BEAUSEDNTO SECURATE TO EOTHEhNG STANDhNG ARDI"06 GA. STAPLES ASPHALT SHINGLES AND RIDGE SHINGLES. 3' ALL OR EQUAL SCREWS SHALL CONFORM TO ASTM SPEC. OR �P N0. �o C042077 ro 01/23/03 °QA"110 "SET-UP INSTRUCTIONS" 20 PS 60 PS ROOF 30 PS 80 PSF CLOSE-UP DETAILS 40 PS (2) LAYERS TYPE 15 FELT OR APPROVED EQUAL FIELD INSTALLED, EXTENDING 6' MINIMUM ON EACH SIDE OF UNIT < FACTORY INSTALLED SHINGLES ---, (2) LAYERS 15/ FELT—� OR APPROVED EQUAL FACTORY INSTALLED 1�2" - BOLTS W/ WASH 2 MIN. FROM TOP OF RIDGE BEAM. FOR SPACING AND BOLT CLUSTER REQUIRED OVER SUPPORT POSTS SEE — :MSHINGLE SHINGLES D W/ (2) " ROOFING SHINGLE T COURSE OF INGLES FIELD TALLED W/ (4) GA. x 11' ROOF NAILS Al EA. SHINGLE. .;LUQ iL — UP DETAIL — RIDGE BEAM • 'AFTER RIDGE BEAM BOLTING, ATTACH 3/8"x 6' (MIN) PLYWOOD CLOSURE STRIP WITH 6d NAILS AT 6" 0/c TO RIDGE BEAM AND (2) 6d NAILS TO EACH RAFTER. OR COVER 5' - ACCESS HOLES VATH 30 GA. GALVANIZED METAL 12 :12 ROOF A ALTERNATE RIDGE BEAM LAG SCREW DETAIL — 20 P ,,,TFIELD INSTALL 1/2"- BOLTS WITH WASHERS AT 48' 0/C O 20 PSF ROOF OR 32"O/C O 30 PSF ROOF OR 24" 0/C O 40 PSF RIDGE ROOF OR 16O/C O 60/80 PSF ROOFS BEAM • o 0 0 o WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF �TO < ONLY, A BOLT CLUSTER IS REQUIRED AS SHOWN. FOR QUANTITY OF BOLTS, SEE TABLE it AT RIGHT. ---� " DIA. x 5' SCREW 30 O/C - 20 P.S.F. 20. O/C - 30 P.S.F. LONGITUDINAL OR TRANSVERSE RIDGE BEAM SUPPORT POSTS TYPICAL WALL STUDS f'— TYPICAL FLOOR -4 MIJUL ttLAM BOLTING DETAIL I ' SEAL JOINT FOR ENTIRE LENGTH` AT FLOOR TO FLOOR CONNECTION DECKING WITH EXTERIOR GRADE CAULKING 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE OR EQUALTE TO PROHIBIT AIR MANUFACTURER. AND WATER INFILTRATION �ppR 2. AS AN ALTERNATE TO ROOFING NAILS, 1'x1"x16 GA. STAPLES MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES AND RIDGE SHINGLES. 3. ALL BOLTS do LAG SCREWS SHALL CONFORM TO ASTM SPEC. A-307 OR EQUAL 4. FOR ELECTRICAL GROUNDING BETWEEN SECTIONS. USE STAR WASHERS AT BOTH ENDS OF THE 1/2' BOLT ON AT LEAST ONE OF THE BOLTS BETWEEN EACH CONNECTED SECTION. OUTRIGGERS MATIN BOLTS THROUGH 5. LAG SCREWS OR BOLTS IN A CLUSTER PATTERN MAY BE ALTFRNAT L MATING ANGLES GE SPACED UP TO 6' 0 / ENDS OF OUTRIGGERS /C PROVIDED THAT 2' 0 C TO 4" 0/C FOR ALTERNATE FLOOR CONNECTION W/ WASHERS. (SEE A RA . SPACING IS MAINTAINED THROUGHOUT THE CLA/TER. USING LAG SCREWS SEE DETAIL � NOTE d4 AT RIGHT) r 2 1. BOLT CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF C L 24 2. BOLTS SHALL BE 1/2" (MIN.) WITH WASHERS 'AT EACH END. N0. C042077 EqL j=X-= ''�'�If OF Alf �Q•� . 0RA1"0 "SET—UP INSTRUCTIONS" 20 P PSF FLOOR AND ROOF 30 PS 80 PSF By CLOSE—UP DETAILS 40 PS ' MIND. HOLT -IE12-20-94 — i n - LAG SCREW CLUSTER TABLE 1 CLUSTER MAXIMUM SPAN OR ADJACENT SPAN PATTERN 20 P.S.F. 30 P.S.F. 1 SCREW 5'-0' 3'-6" 2 SCREWS 10'-0" 7'-0" 4 SCREWS 20'-0" 14'-0" 6 SCREWS 30'-0' 41'_p- 8 SCREWS 40'-0' 28'-0" 10 SCREWS 50'-0" 35'-0" W CLUSTER REQUIRED ONLY WHEN RIDGE BEAM =27.LAG POSTS ARE ON ONE SIDE OF C L W SPACING IN. CLUSTER TO BE 2' TO 4. 0/C .S.F. AND 30 P.S.F. ONLY BOLT CLUSTER TABLE II CLUSTER MAXIMUM SPAN OR ADJACENT SPAN PATTERN 20 P.S.F. 30 P.S.F. 40 P.S.F. 60 P.S.F723'-3' i BOLT 12'-9' 8'-10' S'-0" 5'-0' 2 BOLTS 25'-6' 17'- 8' 9'-11' 9'-11' 3 BOLTS 38'-3' 26'- 7' 4 BOLTS --- 35'- 5' 19'-10" 19'-10' 6 BOLTS --- --- 29'-8' 29'-8'8 BOLTS --- --- 39'-7' 39'-7' 1. BOLT CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF C L 24 2. BOLTS SHALL BE 1/2" (MIN.) WITH WASHERS 'AT EACH END. N0. C042077 EqL j=X-= ''�'�If OF Alf �Q•� . 0RA1"0 "SET—UP INSTRUCTIONS" 20 P PSF FLOOR AND ROOF 30 PS 80 PSF By CLOSE—UP DETAILS 40 PS ' MIND. HOLT -IE12-20-94 — i n - TYPICAL WALL FRAMING W/TUDS EXTERIOR WAIL FRAMING �r n--nr OPENING IN II II AT 16' 0/C FACTORY INSTALLED HARDBOARD SIDING TYPICAL TOP PLATE J 11 WALL FOR FIELD INSTALLATION BELT RAIL CAULKING TYP. STUDS AT I ER BAF ELECTRICAL I M METSE, �- 18' 0/C II I z ETC .. . FIELD INSTALLED 'HARDBOARD BATT EN11RE VOID AREAS TO BE FILLED W/ MIN. R-1 II REMOVE FACTORY POLY- 'H' INSULATION. II INSTALLED ETHYLENE SHEATHING 'Z' OR FLASHING _ II FIELD INSTALLED HARDBOARD SIDING W/ ENTIRE OPENING SHALL II c II I CAULKING FIELD INSTALLED HARDBOARD. 8d CORROSIVE RE- SISTANT NAILS AT 6' 0/C BE COVERED EA POLY- ETHYLENE SHEATHING II P II SIDING W/ 8d CORROSIVE RESISTANT NAILS AT 6' 0/C FIELD INSTALL FLOOR JOISTS EDGES AND FIELD. DURING TRANSIT AND II EDGES AND FIELD. HARDBOARD 11(--- FIELD INSTALLED REMOVED PRIOR TO ATTACHMENT OF --u-- Typ.BOTTOM PLATE BATTS g H SKIRTING (MAY BE n ONE PIECE) 8 HARDBOARD. 24 C B DETAIL A WALL OPENING WALL CLOSE — UP TYP. STUDS TYP. TOP PLATE FACTORY INSTALLED EXTERIOR ENDWALL ri4ff.S: 1. ALL FASTENERS MANUFACTURED FROM SOATED IREB SHALL BE ZINC COATED AT 16' 0/C -rf - ---m_ _ _ -T TYP. BLOCKING AT ALL EXTERIOR SIDING I _ CLOSE-UP EXPOSED TO WEATHER SI HOT -DIP GALVANIZED ZINC, MECHANICALLY DEPOSITED ZINC. FASTENERS,MANU- 11 III II It GYPSUM BOARD JOINTS ii np_ STUDS AT 16' O/C ZINC OR ELECTRODEPOSITED FACTURED FROM ALUMINUM ALLOY WIRE OR OTHER EXPOSED TO THE WEATHER DO 11 I -��F- II FIELD INSTALL 5/18 GYP. It gp, W/ CONT. BEAD OF �- j �1 NON-FERROUS ALLOYS NOT REQUIRE PROTECTIVE COATINGS. III jl 111 111 P.V.A. GLUE AT ALL FRAM- ING MEMBERS & ATTACH 1 2, ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE iD II 1 11 3l16'xt'x19 GA STAPL EDGES & FIELD* x MANUFACTURER. o II I 11 AT 6 0/C AND NOT LESS THAN 1/4 o I III II II FROM SIDES & ENDS OR II 1/2" GYP. BD. W/ N6 x 11' FACTORY INSTALLED + _ + i° It III 11 SCREWS OR 5d COOLER, 11 NAILS OR .098 N SHANK x FIELD INSTALL GYPSUM BOARD (MATCH EXISTING) GYPSUM BOARD ° IIIII 11' LONG x 19/64' HEAD PER DETAIL II III It RING SHANK NAILS AT (AT LEFT) II III It 7. O/C EDGES AND FIELD -- ---w--- -- L— AND NOT LESS THAN 3/8' 8 _u FROM EDGES & ENDS. 24 E TYF'. BOTTOM PLATE p D' E TAI L INTERIOR ENDWALL CLOSE — UP QgoJESSIOF 0 N0. i 0042077 E* 3— CIVIL 0f CAIIFt "SET—UP INSTRUCTIONS WALL CLOSE—UP DETAILS _ FACTORY INSTALLED HARDBOARI OR PLYWOC SIDING TYPICA TRUSSI ENDWAL BELOW FASCIA FIELD INSTALL MINIMUM 2' MADE BATTEN CUT FROM SAME MATERIAL AS SIDING. ATTACH HORIZONTAL WITH 6d NAILS /< EACH LAP SIDING (FACTORY SIDE OF INSTALLED) CLOSE-UP DETAIL HARDBOARD t2 A FnInwALL CLOSE 11P 6' 1 6' MIN. MIN. DETAIL - LAP SIDING r -_ lIUA JI -LICE AT tx3x7' SPLICE BLOCK FIELD INSTALLED TO FASCIA WITH (4) 6d NAILS MIN. EACH SIDE OF SPLICE AT 2x8 FASCIA OR 1x4 RAFTER RAIL (UNDER HARDBOARD FASCIA) s RIDGE BEAM (WITHOUT NOTCH FOR OVERHANG) 'ASCIA SPLICE IELD APPLIED 'ER DETAIL llU X6 OUTLOOKERS XTENDED 32' MIN I FROM ENDWALL 'ACTORY INSTALLED) C7 2 a X 0 FIELD INSTALL 12' LENGTH OF LAP SIDING OVER < INTER- LOCKING WITH SIDING UNDER- VEATH. 16 12 FACTORY INSTALLED HARDBOARD OR PLYWOOD SIDING -FIELD INSTALLED WOOD BATTEN WITH 8d NAILS AT 12' 0/C *CAULK OR SEAL AT EDGES (TYPICAL) FACTORY INSTALLED HARDBOARD OR PLYWOOD SIDING NDgS: 1. ALL FASTENERS MANUFACTURED FROM STEEL WIRE EXPOSED TO WEATHER SHALL BE ZINC COATED BY HOT -DIP GALVANIZED ZINC, MECHANICALLY DEPOSITED ZINC OR ELECTRODEPOSITED ZINC. FASTENERS MANU- FACTURED FROM ALUMINUM ALLOY WIRE OR OTHER NON-FERROUS ALLOYS EXPOSED TO THE WEATHER DO NOT REQUIRE PROTECTIVE COATINGS 2. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE MANUFACTURER. NO. 0042077 �• AFL-2la?! J?A,f ViL fI ALS u.a "SET-UP INSTRUCTIONS" WALL & ROOF CLOSE-UP DETAILS AM By wx - n �.. 81 JUNCTION BOX P P- N G CIRCUITS G jj P N G ran �n �R FOR ON GIRGUIT P P P TO N CIRCUITS FF I G JUNCTION G BOX �- ran So �R FOR TWO CIRCi11TS AND WIRING DIAGRAMS FOR GROSSO' P1 II II • II fl US -TED COMBINATION 1I METERBASE DISTRIBUTION PANEL. JA002 OW OR - APPROVED EQUAL SERVICE ENTRANCE CONDUCTORS - SIZE PER LOCAL CODES GROUND / ^—"'-- NEUTRAL BAR UNDERGROUND- CONDUIT NDERGROUND-CONDUIT TO BE RIGID STEEL OTO OTHERWISE CALM CODES AND REQUIREMENTS FIELD INSTALLED a' GROUNDING ELECTRODE CONDUCTOR FROM SERVICE EQUIPMENT 'TO ELECTRODE SYSTEM. WIRE GROUNDING SZE PER THE FOLLOWING: SERVICE: 100 AMP - 6 COPPER 17.5 AMP - / 4 COPPER MAIN HOT WIRES - JUNCTION BOX WITH METAL FLOOR COVER PLATE FACTORY INSTALLED GROUND WARE MAIN PANEL AETAUC RACEWAY OR CONNECTING CONDUIT FROM METER BASE TO BE INSTALLED ON SITE To DISTRIBUTION PANEL r_11 --I S T wl PROVED JUNCTION BOX MADE S ., G SAUCECONNECTORS. J -BOX SIZING: 100 AMP-4'x10'xlOIT—CONDUIT FLEX ELECTRICAL 200 AMP-4'x10'x12 TO PARK PANEL BOX. SPUCE CONNECTORS REQUIREDFOR 100 AMP SERVICE AND B LARGER. FOR 50 AMP SERVICE, A PLUG-IN CORD IS PROVIDED q ELECTRICAL FEEDER ASSEMBLY UNERAI NO -' 1. Yl.A hlHg - DO NOT PRONDE ELECTRICAL POWER UNTIL THE GROUNDING ELECTRODE SYSTEM IS INSTALLED & CONNECTED. 2. ONE APPROVED GROUNDING ELECTRODE SYSTEM IS AN ELECTRODE ENCASED BY AT LEAST 2' OF CONCRETE. LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE THE EARTH, CONS13�1NCT WITH G OF AT TING THAT IS 20 FEET OF ONE OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICALLY CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2- DIAMETER, OR CONSISTING OF AT LEAST 20 FEET OF BARE CPERALLER THAN NUMBER 4 OR OTHERAPPROVEDUCTOR GROUNDNG NOT SYSTEMS PER 250-81 AND 250-83 OF THE NEC. 3. MAIN PANEL WITH METER SE OX SHALL NOT BE INSTALLED ON HOMES WITH °R11° "SET-UP INSTRUCTIONS" ELECTRICAL DATE. ,,, FLEX CONNECTOR)FLEX LOCK NUT AND 0 DUITEWARED AND PLASTIC BUSHING FLEX CONNECTOR TO BE SPLICED PER DIA - GRAMS AT LEFT. GROUNDED ON SITE.. GROUND WARE MAIN PANEL AETAUC RACEWAY OR CONNECTING CONDUIT FROM METER BASE TO BE INSTALLED ON SITE To DISTRIBUTION PANEL r_11 --I S T wl PROVED JUNCTION BOX MADE S ., G SAUCECONNECTORS. J -BOX SIZING: 100 AMP-4'x10'xlOIT—CONDUIT FLEX ELECTRICAL 200 AMP-4'x10'x12 TO PARK PANEL BOX. SPUCE CONNECTORS REQUIREDFOR 100 AMP SERVICE AND B LARGER. FOR 50 AMP SERVICE, A PLUG-IN CORD IS PROVIDED q ELECTRICAL FEEDER ASSEMBLY UNERAI NO -' 1. Yl.A hlHg - DO NOT PRONDE ELECTRICAL POWER UNTIL THE GROUNDING ELECTRODE SYSTEM IS INSTALLED & CONNECTED. 2. ONE APPROVED GROUNDING ELECTRODE SYSTEM IS AN ELECTRODE ENCASED BY AT LEAST 2' OF CONCRETE. LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE THE EARTH, CONS13�1NCT WITH G OF AT TING THAT IS 20 FEET OF ONE OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICALLY CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2- DIAMETER, OR CONSISTING OF AT LEAST 20 FEET OF BARE CPERALLER THAN NUMBER 4 OR OTHERAPPROVEDUCTOR GROUNDNG NOT SYSTEMS PER 250-81 AND 250-83 OF THE NEC. 3. MAIN PANEL WITH METER SE OX SHALL NOT BE INSTALLED ON HOMES WITH °R11° "SET-UP INSTRUCTIONS" ELECTRICAL DATE. ,,, M6jjz&&Lt-* — lu – UR 12-- FLEX DUCT 1AL': uKUSSOVER DUCT AIR SUPPLY PER DET. V SHIPPED LOOSE AND FIELD MAY REST ON CONT. P.T. OR (FIELD INSTALLED) INSTALLED (R-4 MIN.., TYp.) FOUNDATION REDWOOD) HEAT DUCT CROSSOVER — DOWNFLOW FURNACE SIRNACE SEALED COMBUSTION OR ELECTRIC FACTORY INSTALLED 14'– COLLAR FOR CROSSOVER DUCT 14"- FLEX DUCT I SHIPPED LOOSE AND FIELD INSTALLED. (TO BE SUPPORTED ' FROM EVERY MIA– MET W/ BAILEY WIRE) 14" x 10' x 10' OR 14' x 12- Y CALVINIZED do INSULATED W// R-4 MIN. SHIPPED LOOSE AND FlELD INSTALLED. 10"– OR 12'– FLEX DUCT__ SHIPPED LOOSE AND FIELD INSTALLED. ATE AIR -STANDARD HEAT DUCT FACTORY INSTALLED • FLOOR HEAT REGISTER – Q ONLY FACTORY INSTALLED DUCT MATERIAL FACTORY INSTALLED 6'– COLLAR FACTORY INSTALLED FLOOR INSULATION (FACT. INSTALLED) TYP. 4' x 10' ADJUSTABLE REGISTER (FACTORY INSTALLED) TYP. 10' DR 12COLLAR' 'ACTORY INSTALLED )PTIONAL FLEX >UCT FOR TAG UNIT 1ELD INSTALLED MERE REOUIRED AINU BOX DETAIL LItM9aK � as 016 MIN. CAM OR ALUM. MIXING BOX INSULATED W/ R-4 MIN. ATTACH FLEX DUCTS TO S2) 10 OR 12"- COLLARS ,ONE EACH SIDE) W/ TYp. ..OLLARS. ATTACH OTHER END OF FLEX DUCT TO TYP. HEAT DUCT PER 12 6'– FLEX DUCT . _-- LISTED MIN. R-4 SHIPPED LOOSE, FIELD INSTALLED r _ aura "SET—UP INSTRUCTIONS" 16 MECHANICAL B OPTION REMOTE REGISTER 1 6 Mot By D. HOLT au i"m ALLED IN T. ALT RACKET MAY BE SITE LONGITUDINALTHE TIECAPACITY IS BRACKET RATED FORS3 SOTLBS WORKING LOAD AND BINSTALLED PER BRACKET MAON FACTURE'S COED THA EN�WALL INSTRUCTIONS. FLOOR I—BEAM INSTALL ONE I 1 APPROVED TIE— DOWN STRAP AT EACH END OF H EACH FLOOR SECTION 45 DE MAX 0 W ANCHOR TO BE IN UNE WITH STRAP APPROVED ANCHOR WITH SINGLE TENSIONING HEAD UNLESS APPROVED STABILIZER PLATE DR COLLAR IS INSTALLED FOR 45' MAX. ANGLE. 'WK MUST BE GREATER OR EQUAL TO W. NSTALLATION OF LONGIIUI USE (1) LONGITUDINAL TIE DOWN AT EACH END OF EACH SECTION SINGLE WIDE • LONGITUDINAL TIE DOWN REQUI MAIN I—BEAM 3. FULL WIDTH WELDS 1/8' OR THICKNESS OF BRACKET (MIN). LONGITUDINAL TIEDOWN t,tPLANMAEW I Na 0 - C SECTION L-------------� TS MAX 'A' 'B' 'C' - 13' -6 - a. BRACKET DETAIL ,. NOTES: REFER TO NOTES ON PAGE S-20 FOR STRAPPING AND ANCHORING SPECS. S-21 DOUBLE OR TRIPLE WIDE . Q�pFESSIOp,{� T IS ilga. STEEL MIN. �y���t,SEPyE.Z0 N0. C042077 Exp.L-Z�4 CIVIC _rte LONGITUDINAL TIEDOWN REQUIREMENTS �� � �•.. r�eD za+cs DATE 11/29/99 I only HOMES REM � 1 FLOOR APPROVED TIE -DOM STRAP WRAPPED \ CHASSIS AROUND MAN BEAM AND ATTACHED 1\ / MAIN BEAM TO BUCKLE AND JQ ANCHOR HEAD PER DETAILS T/�nJrt I&N - - APPROVED SUPPORT PER FOOTING PER 3 _507 DRAWING ^ 1� APPROVED I ° I T�L"IlJf GROUND ANCHOR EMBED ANCHOR PER GENERAL NOTE ( 6. T I E — D O W N D E T A I L WEAVE SUFFICIENT LENGTH OF TE -DOWN STRAP THROUGH \1 6� TOP SLOT OF BUCKLE THEN DOWN 1 SLOT OF BU THROUGH THE BOTTOM 1 I BUCKLE, THEN AX UP THROUGH THE TOP SLOT OF THE BUCKLE FOR A SECOND THE AS BUCKLE, SHOWN N FIGURE 8-1. `per 4 SEE DETAL UAW PER WRAP THE iE-pOMN STRAP AROUND THE MAIN EiEAM BZ THEN THROUGH THE TEP SLOT OF THE BUCKLE FOR THE THRD TIME AS SHOWN N FIGURE 8-2 THEN MAIM BOTTOM EXTEND THE TIE -DOM STRAP DOWN TO THE GROUND BEAM SLOT OF ANCHOR HEAD AND CONNECT PER DETAIL T��3J7\S! g _ BUCKLE MM' IT IS WORTANT TO RnM ALL SUCK FROM THE SYSTEM AROUND THE MAN BEAM ASSD&Y CHOR STRAP -- 0 W N INSERT THE TENSION BOLT KID THE ANCHOR HEAD AND ATTACH THE NUT LOOSELY. THEN INSERT THE STRAP INTO THE BATTED 9" OF THE TENSION BOLT AS %%M. AFTER STRAP IS INSERTED THROUGH THE SLOT BEND IT LP AT 909. TO PROTECT STRAPS AGAINST SHARP CORNERS OF I -BEAM. CUT A PIECE OF SIRAPPNG 10 WRAP AROUND THE 1 -BEAM BEFORE THE TIEDOWN STRAP IS WRAPPED AROUND THE MAX S T R A P TO . MAIN B E A M n C2 USE A 15/16' SOCKET OR OPEN END WRENCH TD MAKE AT LEAST FOUR COMPLETE TURNS ON BOLT UNTIL STRAP IS NAT. C T A I L TO HUD BOLT UNDER TENSIM WHILE REpOSITKNNG THE 15/16' SOCKET OR WRENCH. PUCE AN OPEN END THEN WRENCH ON THE S SHOUIDER OF RE OS TON THE 15/16A* SOCKET OR WRENS To BOLT. FACILITATE THE FINAL TENSIONING. nEnoWN SYS M C�tiSRAI �+*r I. THE EOWN BUCKLLESSSYSTEM SHOWN CONSISTING OF STEEL STRAPS, SPANCHORAGE. ALTERNATESAND GROUND ANCHORS IS ONE ACCEPTABLE METHOD AC NG , ETC... MAY BE USED P PROVIDED THEY 11EET TTHESE METHODS HEALOA STEDCAPACAND CER2 BELOW TIFIED ITY IREMENTS SPECIFIED IN TIFIED BY A ROOFE:SSIONALEENGINER OAND ARCH ITECT AND APPROVED BY THE LOCAL ENFORCEMENT AGENCY. GROUND 10 2 LSSSTEEL AND CONNECTIONS INLOAD AECAP LE OF RESISTING AN ALLOWABLE WOG OF AT LEAST 3150 LBS. PLUS A'50% OVERLOAD 4725 LBS.) WITH FAILURE. ALL ANCHORING EQUIPMENT SHALL 8� CERTIFIED BY A PROFESSIONAL ENGINEER OR ARCHITECT AS TO ITS CAPACITY TO RESIST THE FORCES SPECIFIED BASED ON ANGLE OF INSTAL. LATION AND SOIL TYPE IN ACCORDANCE WITH ASTM D3953-91, STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL & SEAL; SOIL TYPE AT HOME LOCATION SHALL MEET OR EXCEED THE: ANCHORING EQUIPMENT MANUFACTURERS REQUIREMENTS. u 3. HORIZONTAL WIND PRESSURE - 15 PSF. A 4. NO PORTION OF THE TIE -DOWN EXTENDING BEYOND THE VERTICAL PLANE OF AN EXTERIOR WALL OF THE HOME SHALL BE ABOVE THE GROUND. TOP 5. ALL ANCHORING EQUIPT. EXPOSED TO WEATHER SHALL HAVE A -SLOT OF RTHAT PROVIDED BY A ESISTANCE TO WEATHER DETERIORATION AT LEAST EQUAL TO BUgOi THAN 0.30 OUNCES PER OSO. NFOOT OF SURFACE C ON STEEL COOF ATED. ALL I STEEL STRAPPING SHALL BE AT LEAST 1 1/4' WIDE z .035' THTC TYPE 1, FINISH B, GRADE 1 STEEL, do CERT. BY A PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING TO ASTM D3953-91 6. GROUND ANCHORS SHALL BE INSTALLED TO THEIR FULL DEPTH, EMBEDDED BELOW UNE. * ABOVE THE WATER TABLE.FROST STABIUZER PLATES SHOULDT LEASTIBE INSTALLED y BUCKLE TO PROVIDE ADDED RESISTANCE. 7. IN LIEU OF THE TIE -DOWN SYSTEM HEREIN, GOLDEN WEST HOMES WILL ALLOW INSTALL A71ON OF ANY HOME ON A PERMANENT FOUNDATION SYSTEM OR OTHER APPROVED TIE -DOWN OR ALTERNATIVE SYSTEM THAT MEETS THE DESIGN UVE LOAD REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY, THE LOAD B— CAPACITY REQUIREMENTS IN NOTE 2 ABOVE, AND IS SIGNED BY A PROFESSIONAL ENGINEER OR ARCHITECT. ANY SUCH SYSTEM USED MUST BE COMPATIBLE WITH THE GOLDEN WEST HOMES LONGITUDINAL FLOOR CONSTRUCTION. 0 C4 ONCE FULLY TwONED, ALIGN THE SQUARE NECK OF THE BOLT WITH SQUARE HOLE N ANCHOR HEAD AND TIGHTEN THE HEX NUT. THIS WILL DRAW THE TWO TO- MAIM GETHER AND LOCK THE SYSTEM INTO ITS FINAL POSITION. I E W N S T R A P T O G R O U N D A N C H O R D E T A I L e� NO. co�"n � t3L7� CIVIL / Of CAU10V TYPICAL TIE—DOWN 20 PSF DETAILS 30 PSF 40 PSF _ HOLT 11ES-23-95 owl -25-44 S`2� pRAIN0 TAG UNIT DE AIL RAILING 6Y MWH POOP Lo" I ALL 42 2/99 S- g HOW ��— ROOF CONNECTION PER 11.44 \\JJ DORMER TRUSS — W/ VERTICAL NNECTION PER WEBS O 16" O.C. FLAT OUTLOOKERS 2 x 6 OUTLOOKER (FACTORY INSTALLED) MIJN UNIT � � h —FLOOR CONNECTION PER SET-UP MANUAL /1 TRIPLE WIDE SECTION VIEW -TOESCREW /10x4" SCREWS AT 24"O.C. MAIN UNIT WALL I STUD TAG UNIT EXTERIOR "-016--C. RECTION TRUSSES OVER MAIN UNIT CONNECTION (2) 2 x 4'S 2:t DI ALT. WALL. CONNECTION 7/16 O.S.B. 1 x 3 R.S. SCREEN 22 x 6 R.S. FACTORY INSTALLED) ____-----STEP FUSHING (5" HIGH) FLAT OUTLOOKERS — 2 x 6 OUTLOOKER (FACTORY INSTALLED) TAG SNIT MARRIAGE WALL -2x6FLAT -SIDEWALL 'SIMPSON A -35'S W/ 12 BD x 1 1/2" NAILS INSTALLED ON SITE TO TOP AND MIDDLE OF TAG SIDEWALL TO MAIN UNIT SIDEWALL INTERSECTION. TAG ENDWALL 6u I I ao A1AIN 11llll ft} -Ft \ n IBI ROOF CONNECTION - D MES: I __ REM90xS RE%= RY /16 0.. x 3 A .SCREED X 6 R.S. FACTORY INSTALLED) FLASHING (5" HIGH) NO. C042077 EV. 131-2004 ^� INTTRIPLE. WDE ERCONNECTAG am TION DETAILSA203 2:1 DRA1x BP RAJE °N1�2/18/HOMES v FACTORY INSTALLED AFTER RIDGE BEAM BOLTING PROCEDURE IS COMPLETED. VENT PIPE FIELD INSTALL RIDGE SHINGLES PER DETAIL FIELD INSTALL (2) LAYERS OVER & EXTENDING AND luHOLE OF FELT 6' MINIMUM EACH SIDE OF MAY BE CUT RIDGE SHINGLE RIDGE BEAM VENT FLASHING - GALV. IN METAL OR MINIMUM 508 FOR VENT PIPE ROOFING MATERIAL (2) LAYERS TYPE 15 FELT I I FACTORY INSTALLED FACTORY INSTALLED SHINGLES HOLE TO BE CUT THROUGH FELT LAYERS FOR VENT PIPE AS REQUIRED V SHINGLES THAT OVERLAY THE FLANGE TO BE BEDDED ASPHALT CEMENT MOULDED AROUND PIPE AT IN PLASTIC ASPHALT CEMENT. FLASHING CONTACT SURFACE. (ALT: .RUBBER GASKET) 1� ROOF CLOSE - UP APPLICATIONS VENT PIPE AT RIDGE DETAIL NQv-9L 1. THE ABOVE APPLICATION METHOD MAY BE FACTORY p�,o5 Pjj F . INSTALLED AT NON -MATING RIDGES. jj0 2 T E12" UNLESS THE MANUFACTURER �INSTALLED ON A ROOF HAVING�P NO. A SLOPE LESS THAN2 IN THE SHINGLE FOR A LESSER SLOPE. 0042077 WARRANTS 3. SHINGLES ARE TO BE CLASS 'C' WIND RESISTANT E* k -1L.299! OR BETTER. 4. FOR FASTENING SHINGLES, USE 1 1/4'x 12 GA GALV. C1Y1L NAILS OR 1'x 1'x 16 GA. STAPLES. f�AFFOFIE ' ROOFING ROOF CLOSE-UP APPLICATIONS VENT PIPE AT RIDGE - WAIN BY DATE12-28-94S '40 D. HOLT PULL BACK FACTORY INSTALLED FELT TO EXPOSE ACCESS FOR EAVE CONNECTIONS AND FELT OVER EAVE FACTORY INSTALLED 5/16' MINIMUM SHINGLES PLYWOOD SHEATHING UFT FIRST COURSE OF THE FACTORY. INSTALLED SHINGLES TO FACILITATE THE INSTALLATION OF VENT FLASHING AND INTERWEAVING WITH EAVE SHINGLES VENT FLASHING — GALV. METAL OR MINIMUM 50/ ROOFING MATERIAL OR TYPICAL APPROVED ROOF JACK. 75• REMAINDER OF THE SHINGLE COURSES SHALL BE LAID OVER UPPER PORTION OF THE VENT FLASHING FLANGE AS SHOWN v. FIELD INSTALL �P� ASPHALT CEMENT (2) LAYERS OF TYPE 15 MOULDED AROUND PIPE AT FELT UNDERLAYMEN7 (LASHING CONTACT SURFACE. \ FULLY CEMENTED BETWEEN (ALT: RUBBER GASKET)�FASIEN SHINGLES W/ 1�'x 12 GA. LAYERS WITH PLASTIC ASPHALT CEMENT GALV ROOFING NAILS OR 1'x 1'x SHINGLES THAT OVERLAY 16 GA. STAPLES. THE FLANGE TO BE FIRMLY METAL DRIP EDGE FIELD INSTALL EAVE SHINGLES —SHINGLES SHALL BE CLASS 'C" DIRECTLY ON DECK STARTING AT BOTTOM AND WORKING WIND RESISTANT OR BETTER EMBEDDED IN PLASTIC TOWARD FACTORY INSTALLED SHINGLES ASPHALT CEMENT. WITH (4) FASTENERS PER SHINGLE PER MFR'S. INSTALLATION INSTRUCTIONS R 0 0 F C L 0 S E — U P A P P L I C A T I O N S ` ` V E N T PIP E A T ADD E A V E 1 SHINGLES AND UNDERLAYMENT 3/8' SHEATHING (GRAIN PERPINDICULAR HOLD ROOF SHEATHING AND SHINGLES ADD—ON EAVE INSTALLATION TABLE TO TRUSSES W/ 6d NAILS O 6' 0/C BACK FROM OUTSIDE FACE OF SIDEWALL ROOF LOAD I 10';. EXTEND UNDERLAYMENT OUT 24' TO 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF PERIMETER, EDGES. AND FIELD. I 36' FROM THIS POINT (TO END OF FASCIA 1 AND FOLD BACK FOR TRANSIT. PROTECT ) MAXIMUM EAVE 24• 24' DRIP EDGE PER SHINGLE MFR'RS. I UNROOFED PORTION W/ POLYETHYLENE PROJECTION MAXIMUM MAXIMUM 18" 16" INSTALLATION INSTRUCTIONS—� COVER FOR TRANSIT AND STORAGE. MAXIMUM MAXWUM MA7QMUM 1 1 x 3 LEDGER No. 8x No. 8x2 No. 8x2 No. 8x2 No. 8x2 1 z 3 (EDGER TO RAFTER RAIL r' CONNECTION SCREWS SCREWS SCREWS SCREWS SCREWS FASTENED PER TABLE A7 RIGHT I TRUSSES O 16' 0/C AT e'o C AT 8'0 C S EW c AT 6'0 c S EW6'0c 1 I (ALT: 24' 0/C FOR 20 PSF ROOF ONLY) 1 x 4 RAIL 3 7 16 x 3 7 16 x 3 7 18 x 3 No. 8x 3 No. 8) 1 x 4 RAIL FASTENED TO I I CONNECTION • 5'xi5GA . 3' 15G 3'x15GA 2 BLOCKS PER TABLE AT RIGHT I STAPLES STAPLES STAPLES SCREWS D 2 WOOD I ASTEN SHINGLES W/ 1l'x 12 GA. 2 x 6 EAVE /SCREWS 1' x ) /1 STRAP O EA. BLOCK GALV ROOFING NAILS OR 1'x 1'x BLOCK SPACING mAximUACI le- AXIMUICI 16. O/C 16' 0/C 18. 0/C W/ (7) 7/16' z 1' x 16 GA STAPLES 1 16 GA. STAPLES. MAXIMUM MAXIMUM MAXIMUM EACH END OF STRAP — SHINGLES SHALL BE CLASS -C- 2 RESISTANT OR BETTER QROFESSIO, 2 x 8 FASCIA TO BLOCK W/ �� (3) 16d NAILS 1 x 6 MINIMUM RAFTER RAIL S,P j0$EPp j 2 x 6 EAVE BLOCKS SPACED I SIDEWALL N0. PER TABLE AT RIGHT 1/2' HARDBOARD SOFFIT W 6d NAILS O 6" 0/C PERIMETER, EDGE & FIELD. SEAL. CAULK, ETC. JOINT BETWEEN SOFFIT AND SIDEWALL A D D ' O N E A V ----•2 x 4 BLACKS BETWEEN EAVE BLOCKS O 48' 0/C (EVERY THIRD BAY) FOR 16' EAVE, AND 24' O/C (EVERY BAY) FOR 24' EAVES. FASTEN 2X6 EAVE BLOCKS MAX. EAVE TO EACH END OF 2X4 BLOCKS W[/--(2) 16d END OR TOE—NAILED. FASTEN (UN—SITE) 'ROJECTION 2X4 BLOCKS TO 1 x 3 LEDGER WITH PER TABLE (3) 18 X 2\' WOOD SCREWS. AT RIGHT T A I L 0042077 E96 3 -AL -M ROOF CLOSE—UP APPLICATIONS 30 PSF 40 PS ADD—ON EAVE 60 PSF 80 PS 8 MAW M D. HOLT tA1>E 2-8-95 3 auw Ir _ ort _ S — 3 PULL BACK INSTALLED FELT TO EXPOSE ACCESSYFOR RIDGE BEAM BOLTING. WHEN FINISHED INSTALL 30 GA. GALV. METAL.OR PLYWOOD ACCESS STRIP OVER CK TO RIDGE JOIHNTT ANDROLL ATTACH WITH STAPLES OR NAILS. FACTORY INSTALLED —_ SHINGLES . (2) LAYERS FELT, FIELD INSTALLED AND EXTENDING 6' OVER RIDGE --I kill 11 RIDGE—WITH (4) STAPLES (2) LAYERS FELT, FIELD OR NAILS PER SHINGLE INSTALLED OVER AND EXTENDING 6' MINIMUM EACH SIDE OF RIDGE BEAM _ LORR FASTEN FING SHINGLES USE 11'x12 GA. GALV. ROOFING NAILS OR 1'xt'xi6 GA. STAPLES FIELD INSTALL RIDGE SHINGLES OVER MATING JOINT, SAME AS OVER RIDGE BEAM RIDGE BEAM WITH (1) STAPLE OR NAIL ON EA. SIDE AS SHOWN FIELD INSTALLED. FELT ROLL OVER JOINT ROOFING FACTORY INSTALLED ���JI VALLEY ROLL ROOFING (BOTTOM 12' TO BE LOOSE AND NOT NAILED DOWN) 4 PULL BACK SITE APPLIED SHINGLES AS WOVEN OVER THE VALLEY FACTORY 36' WIDE, 50/ MIN. ROLL ROOFING SHOWN. ATTACH EACH SHINGLE INSTALLED FELT FIELD INSTALLED OVER VALLEY, (4) STAPLES OR UNDERLAYMENT TO EXPOS LAPPED UNDER FACTORY NAILS PER SHINGLE WITH (4) STAPLES N NAILS ACCESS FOR RIDGE BEAM INSURING OF CENT NO NAIL IS W INSTALLED ROLL ROOFING 12 AS SHOWN IN 6' OF CENTER OF VALLEY BOLTING. WHEN FINISHED AND FULLY CEMENTED AT LAP. INTERWEAVE FIELD INSTALLED SHINGLES INSTALL 30 GA. GALV. METAL OR PLYWOOD ACCESS STRIP OVER (2) LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, 2 HOLES. ROLL FELT BACK TO FACTORY INSTALLED FELT 6' STARTING AT BOTTOM AND WORKING TO JOINT AND ATTACH WITH �' AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN v STAPLES OR NAILS. ncTen c TERNATE VALLEY �QpEESSIOU, - UE, ForcWl a k ROOF CLOSE—UP APPLICATIONS ALTERNATE .VALLEY . HOLT ��12-28-94 S-31 �C SS r R RID Eu FELT INSTALL SHINGLES UP TO NSTALL RIDGE TO EXPOSE ACCESS FOR RIDGE BEAM BOLTING. WHEN FINISHED INSTALL 30 GA. (2) LAYERS FELT, FIELD RIDGE WITH (4) STAPLES SHINGLES OVER GALV. METAL OR PLYWOOD ACCESS INSTALLED OVER AND OR NAILS PER SHINGLE RIDGE BEAM WITH STRIP OVER HOLES. ROLL FELT BACK EXTENDING 8' MINIMUM (1) STAPLE OR TO RIDGE JOINT AND ATTACH WITH EACH SIDE OF RIDGE BEAM NAIL ON EA. SIDE STAPLES OR NAILS. AS SHOWN FACTORY INSTALLEDs, EXP SHINGLES fOR�FFASTENING SHINGLES USE 4 1l'x12 GA. GALV. ROOFING F (2) LAYERS FELT, FIELD NAILS OR 1'x1'x16 GA. STAPLES INSTALLED AND S �B• EXTENDING 8' OVER RIDGE FIELD INSTALL RIDGE SHINGLES OVER MATING JOINT, SAME AS OVER RIDGE BEAM 1 FIELD INSTALLED FELT l OVER JOINT FACTORY INSTALLED --- �� VALLEY ROLL ROOFING i 1 :3 ALL EXPOSED EDGES OF SHINGLES TO BE L I' FIRMLY EMBEDDED N PLASTIC ASPHALT 1 ' CEMENT PULL BACK FACTORY INSTALLED FELT NT 36' WIDE, 90i ROLL ROOFING ACCESS FOR RIDGE BEAM ETO EXPOS FlELD INSTALLED OVER VALLEY, ACCLAPPED UNDER FACTORY BOLTING. WHEN FINISHED INSTALLED ROLL ROOFING 12' NAILS PER SHINGLE INSTALL 30 GA. GALV. METAL OR AND FULLY CEMENTED AT LAP, AS SHOWN PLYWOOD ACCESS STRIP OVER /j HOLES. ROLL FELT BACK TO I (2) LAYERS Of FELT, LAPPING INTERWEAVE FIELD INSTALLED SHINGLES JOINT AND ATTACH WITH STAPLES OR NAILS. FACTORY INSTALLED FELT 6' TO. MATCH FACTORY INSTALLED SHINGLES, AND FULLY CEMENTED AT IAP. STARTING AT BOTTOM AND WORKING TO RIDGE AS SHOWN 2a t00F CLOSE — UP DETAILS TAG WITH STANUAKU GA13LE 24 I NO. C042on �3-31-M CIVIL 0/ CALL10�� ` a ROOF CLOSE—UP . NS TAG WI HP STANDARD GABLE t D. HOLT "YE12-27-94 C— 70 i - LtnbWn ­­- nn -12' 8,-0. 12' B'-0' 8'-0. MA 18' SQUARE x 12' DEEP -- _ - - - -I MINIMUM CONCRETE _ FOOTING (TYPICAL __------ -- -- - - - 4x8 D�_HDR AT EACH POST) D HOR (TYPICAL) (TYPICAL) y1 1 ROOF UNE OF I ACCESSORY COVER I N OF THE I ROOF Ui MANUFACTURED HOME I L)NE o o +,q0 � I I I I SIDEWALL OF THE I to �` ~ I I mANUTACTURED I oa I HOME II N I I I 1 I PROVIDE PERIMETER SUPPORTS AT 5-0" 0/C I PER DRAWING gji:l. .. P L A A C C E 0 R Y 2' 0 I A. THE HOMES' INSTALLATION MANUAL MUST CON•IA111 „MANAGER SIGNED BY GOLDEN WEST HOMES' QUALITY CONTROL VERIFYING THAT THE HOME BY SERIAL HAS BEEN CONSTRUCTED TOIDAELLOWEAN AWNING OR UMBER) CARPORT ATTACHMENT. B. ROOF LIVE LOAD - 30 PSF MAXIMUM C. STRUCTION SHALL COMPLY WITH LALL ACCESSORY CO\CR OCAL REQUIREMENTS AND NTHE 1991 EDITION OF THE UNIFORM BUILDING CODE. CONSTRUCTION AND MATERIALS FOR SUPPORT PIERUF ADS SH LL COMPLY WITH STATE CODES FOR MANy COVER GALVAN— D. I DFASTENEND/OR AS REQUIRED BOY THE LOCAL BUILDING OFFICIAL. ecrTiON ICE�TS TO ( 2x6 CONTINUOUS LEDGER ATTACHED GALVANIZED MANUFACTURED WOOD HOME 2x8 FASCIA WITH No. 8 x 3' SCREWS AT 4' 0/C STAGGERED. ® SIMPSON 'U28' JOIST HANGER (OR EQUAL) AT EACH RAFTER. O APPLY 2x6 BLOCKING BETWEEN RAFTERS AT EACH RAFTER BAY OVER 4x8 HEADER. E AIA YOR TOENAIL EACH END OF BLOCKING TO RAFTERS WITH (2) '16d NAILS AND TOENAIL BLOCKING TO HEADER WITH 1 NAILS AT 8" 0/C. 40 1/2' APA RATED CCX PLYWOOD 424/NO SHEATHING WITH Bd PLIED W/ FACE GRAIN PERPENDICULAR 0 R GALVANIZED BOX NAILS AT 6" O/C EDGES AND FlE - STAGGER ENDS BETWEEN ADJACENT COURSES EDGE -NAIL PLYWOOD TO 2x6 LEDGER AND 2x6 BLOCKING ABOVE HDR. <T) APPLY ComposmONW ACCORDANCE WITHRANUFACTURERS INSTTALLATING SH114GLES AND ON YMENT u A INSTRUCS. START AT ACCESSORY STRUCTURE AND WORT WARD AND INTER -WEAVE W/ FACTORY S INSTALLED SHINGLES USING PROPER HEADLAP. © PERIMETER SUPPORT FOOTINGS: FOR 1500 PSF SOIL USE (1) 1 4 6'x 16 x 4 THICK PAD UNDER EA. SET OF BLOCKS. FOR 1000 PSF SOIL USE (2) 16 x 16 x THICK PADS UNDER EA( SET OF BLOCKS. Q 2x6 DF No. 2 RAFTERS AT 16' O/C ©SIMPSON H4 FROM EACH RAFTER TO 4x8 HEADER CD SIMPSON "PC44' POST CAP (OR EQUAL) EA. POST TO HEADE 48 DF No. 2 HEADER/BEAM 11 4x4 P.T. DF POSTS AT 8'-0"O/C MAXIMUM SPACING 1® SIMPSON 'PB44" POST BASE (OR EQUAL) AT EACH POST Tui MANUFACTURED �v QpS1EE3510 aas= z— I HOME �CR g �5��,�JOSEPHf D --— FACTORY INSTALLED , l HARDBOARD SIDINGNOTES AT HO. CHASSIS PIER ABOVE RIGHT 1 0042077 SUPPORTS P R CONC. BLOCK SUPPORT DRAWING ./'Iu1,1 . PIERS AT 5-0" PER DETAIL �C CONCRETE � FOOTING ATnmullL � _� * r - - .......t .. aurWN ACCESSORY COVER 20 PSF 0 3PSF 18' SO.+ to dui D. HOLT why -25-95 S.6C •ACCESSORY COVER CROSS — SECTION SITE -BUILT 'CALIFORNIA' FILL FRAMING OVER MANUFACTURED HOME I VIEW128 SITE -BUILT Cil RAGET18 CDX q ROOF SHEATHING 24/0 YWOOD F UNDERLAYMENT 6d NAILS AT 8' 0/C7 ROOFING EDGES, 12" 0/ I-�MARTERIAL FIELD 2X4 RAFTERS AT 24' 0/C 2X6 DF / 2 RAGE BOARD (2) 10d NAILS OR----) 3 7/18'x 2\'x 16 GA. APES (TOE -NAILED) 2x3 FLAT — ATTACHM 10d S OR 7/16'x 16 GA. L -ROOF UNE OF MANUFACTURED HOME 2x3 SUPPORT POSTS AT 40' 0/C MAX. ALONG EACH 2x4 RAFTER 8 GARAGE GABLE TRUSS OR CONVENTIONAL FRAMING 5/8' TYPE "X' GYP. BD. FLOOR TO ^� ROOF SHEATHING I 2 x 6 OF #2 CONT. RIDGE BOARD SIMPSON 'W26" JOIST HANGER /—N. 2 x 3 MIN RIDGE SUPPORT PURLINS AT 48. 0/C (BEYOND) GARAGE TRUSSES J II III 1 V 2x4 RAFTERS) OR CONVENTIONAL �J AT 24' 0/C FRAMING ANY PASSAGE DOOR FROM HOUSE TO GARAGE SHALL BE If - SOLID WOOD OR LISTED 20 MINUTE FIRE DOOR W/ SELF CLOSER SECTION / CALIFOVER (OR))NIA FILL ROOFITYPE NS FELT EQ OVER %1fi SOR 3/8' CDX PL70D 24/0 INDEX WITH FACE GRAIN PENDICULAR TO FRAMING W/ NAILS AT 6' 0/C EDGES, 12' 0/C FIELD., 2x3 FLATS AT 24. O/C 2x4 RAFTERS , AT 24' 0/C 2X3 MIN SUPPORT POSTS AT 40' 0/C MAX. ALONG EACH 2x4 RAFTER 2 x 3 MIN RIDGE SUPPORT PURLINS AT 48. 0/C UALIr UHNIA FILL FRAMING HQIES: 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME (FREE STANDING). Z THE DESIGN AND CONSTRUCTION OF THE GARAGE IS SUBJECT TO THE APPROVAL OF THE LOCAL ENFORCEMENT AGENCY. 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE BE INSTALLED AS PART OF THE ORIGINAL INSTALLATION. 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS), ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. ROOFING OVER - TYPE 15 FELT (IOR AL . EO. OVER 5/16'LAYERC 3/8' COX PLYWOOD 24/0 INDEX WITH FACE GRAIN PERPENDICULAR TO FRAMING W/ 6d NAILS AT 6' 0/C EDC 12' 0/C FIELD., ROOF LINE OF MANUFACTURED HOME 20 FLATS AT 24' O/C 2x3 SUPPORT POSTS AT 40' 0/C MAX. ALONG EACH 2x4 RAFTER 2x6DF 2CONT. RIDGE 80 D LS TOE -NAILED AT EACH RNIAFTER TO RIDGE 16)GA.dNAILS OR (6) STAP ES FROM 20 •SUPPORT POST TO 2x4 RAFTER 20 RAFTER; AT 24. 0/C (_ 2 10d NAILS OR 3 7/16'x 2\-x 16 L(S) i0d VALLEY SHINGLE APPLIC ONS INSTALL PER /-A--NOR b rr-_ _______ ______ N II II II W it 11 I to j p ------- j I I 'CALIFORNIA' FILL 11 ao II FRAMING PER11 ___ JI ALL WALLS ADJACENT TO V I MANUFACTURED HOME = J D I 1 2mlauLi I SHALL BE OF ONE-HOUR I CONSTRUCTION PER LOCAL LAWGA ENFORCEMENT AGENCY. I i FOR ADDITIONAL I 1 I INFORMATION SEE LENGTH VARIES SITE -BUILT GARAGE GARAGE SHALL BE SITE CONSTRUCTED PER THE REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY. SEE NOTE 1. VIEW128 SITE -BUILT Cil RAGET18 CDX q ROOF SHEATHING 24/0 YWOOD F UNDERLAYMENT 6d NAILS AT 8' 0/C7 ROOFING EDGES, 12" 0/ I-�MARTERIAL FIELD 2X4 RAFTERS AT 24' 0/C 2X6 DF / 2 RAGE BOARD (2) 10d NAILS OR----) 3 7/18'x 2\'x 16 GA. APES (TOE -NAILED) 2x3 FLAT — ATTACHM 10d S OR 7/16'x 16 GA. L -ROOF UNE OF MANUFACTURED HOME 2x3 SUPPORT POSTS AT 40' 0/C MAX. ALONG EACH 2x4 RAFTER 8 GARAGE GABLE TRUSS OR CONVENTIONAL FRAMING 5/8' TYPE "X' GYP. BD. FLOOR TO ^� ROOF SHEATHING I 2 x 6 OF #2 CONT. RIDGE BOARD SIMPSON 'W26" JOIST HANGER /—N. 2 x 3 MIN RIDGE SUPPORT PURLINS AT 48. 0/C (BEYOND) GARAGE TRUSSES J II III 1 V 2x4 RAFTERS) OR CONVENTIONAL �J AT 24' 0/C FRAMING ANY PASSAGE DOOR FROM HOUSE TO GARAGE SHALL BE If - SOLID WOOD OR LISTED 20 MINUTE FIRE DOOR W/ SELF CLOSER SECTION / CALIFOVER (OR))NIA FILL ROOFITYPE NS FELT EQ OVER %1fi SOR 3/8' CDX PL70D 24/0 INDEX WITH FACE GRAIN PENDICULAR TO FRAMING W/ NAILS AT 6' 0/C EDGES, 12' 0/C FIELD., 2x3 FLATS AT 24. O/C 2x4 RAFTERS , AT 24' 0/C 2X3 MIN SUPPORT POSTS AT 40' 0/C MAX. ALONG EACH 2x4 RAFTER 2 x 3 MIN RIDGE SUPPORT PURLINS AT 48. 0/C UALIr UHNIA FILL FRAMING HQIES: 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME (FREE STANDING). Z THE DESIGN AND CONSTRUCTION OF THE GARAGE IS SUBJECT TO THE APPROVAL OF THE LOCAL ENFORCEMENT AGENCY. 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE BE INSTALLED AS PART OF THE ORIGINAL INSTALLATION. 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS), ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. ROOFING OVER - TYPE 15 FELT (IOR AL . EO. OVER 5/16'LAYERC 3/8' COX PLYWOOD 24/0 INDEX WITH FACE GRAIN PERPENDICULAR TO FRAMING W/ 6d NAILS AT 6' 0/C EDC 12' 0/C FIELD., ROOF LINE OF MANUFACTURED HOME 20 FLATS AT 24' O/C 2x3 SUPPORT POSTS AT 40' 0/C MAX. ALONG EACH 2x4 RAFTER 2x6DF 2CONT. RIDGE 80 D LS TOE -NAILED AT EACH RNIAFTER TO RIDGE 16)GA.dNAILS OR (6) STAP ES FROM 20 •SUPPORT POST TO 2x4 RAFTER 20 RAFTER; AT 24. 0/C (_ 2 10d NAILS OR 3 7/16'x 2\-x 16 L(S) i0d STAPLES NAILSGA. (TYPICAL YPICALD) (TEND) 12d NAILS OR 7/16'x 2\'x 16 STAPES (TOE -NAILED) N0. C042077 Ev• 3-31-204 "SET-UP INSTRUCTIONS" SITE -BUILT GARAGE 0� g' D. HOLT pAk 1 w RDW 20Ps 30 PSF�► 2-55 HOMES EXTERIOR WALL OF MANUFACTURED HOME CONNECT WASHER/ DRYER UTILITIES AS REQUIRED OF 5/822MRFAPEURED HOME AT GARAGEA-APPLIED BE NUAREA ONLYWEXTERIOR/ 6d COOLER OR WALLBOARD NAILS OR 11' BUGLE HEAD TYPE 'W SCREWS AT 7' 0/C EDGES AND FIELD. (5/8' GYP. BD. APPLIED TO EXTERIOR OF HOME SHALL BE COVERED W/ MINIMUM 3 MIL. POLYETHYLENE SHEATHING TO PREVENT DAMAGE FROM THE ELEMENTS DURING TRANSIT AND SET—UP). I Ir-- — II I 11 DOOR BETWEEN HOUSE AND 11 II GARAGE SHALL BE MINIMUM II I 1 3/B' THICK SOLID WOOD OR I LISTED 20 MINUTE FIRE DOOR I --. II WITH SELF CLOSER. 11 II I II II 11 ALL WALLS ADJACENT II 11 TO HOME SHALL BE OF 11 11 ONE HOUR FIRE RESISTIVE II N PER LOCAL 11 SMUCliv ENFORCEMENT AGENCY 1 I II IIIi1I111III11I1II 1 1I I I1 I __ SITE—BUILT — tWAL SITE 2-- ---- JIIIIII1 III IIIIIIJ1 � II III - MAX ����C ENING TO WALL ACTUREDHOME-- MANUFACTURED :ENF - �1YFIELD1IINSTALLED 11 (_ENTRY S ADJACENT OF DOOR jI SHALL BE R FIRE RESISTIVE TION PER LOCAL IIENT AGENCY II 11 ENTRY/GARAGE SHALL BE SITE DOOR BETWEEN HOUSE AND GARAGE SHALL BE MINIMUM CONSTRUCTED PER APPROVAL OR LISTEDENT 3/8 201 CK SOLID M NUTE FlREO DOOD OR OF `VTHE ERIFY AOCAL LLRM NAIMUM AGE SIZES AND CLEARANCES WITH t^ '' VAIN SELF CLOSER. LOCAL ENFORCEMENT AGENCY. OPTIONAL SITE—BUILT ENTRY THIS AREA PER DETAIL f��5b NQIEL GARAGE SHALL BE SITE CONSTRUCTED THE PREQUIREMENTSER LOCAL ENFCEMENT OFR AGENCY. VERIFY ALL MINIMUM SIZES AND CLEARANCES WITH LOCAL ENFORCEMENT AGENCY. IYOTESL 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME (FREESTANDING). 2. THE DESIGN AND CONSTRUCTION OF THE GARAGE AND/OR ENTRY IS T ECT TO.THE APPROVAL OF THE LOCAL ENFORCEMEN 3. ISET—UP INSTRUCTIONS NSTALLED AS PART REQUIRE THAT THE INSTALLATION. BE ION 4. SAS ONE THE HOUSE AND GARAGE SHALL TWO REQUIRED EGRESS NOTCOUNTDOORS. 5. OPENINGS PERMAITTHE GARAGE TED DIRECTLY(INCLUDING PASSAGE DOORS), INTO A BEDROOM. ;ITE CONSTRUCTED SNE—HOUR FIRE WALL II REMOVE ACCESS II COVER TO SANITARY 114 11 TEE AND FIELD pl INSTALL WASHER II TRAP ARM, II P'—TRAP AND 11 STANDPIPE I I I I II I I II I I II I I II 11 II FIELD INSTALL WRING FROM FACTORY -- INSTALLED, 'J'—BOX TO WASHER AND/OR DRYER RECEPTACLE EXTEND FACTORY INSTALLED GAS PIPE AND FIELD INSTALL SHUT -01 VALVE AS REQUIRED FOR GAS DRYER EXTERIOR SIDING OF MANUFACTURED HOME REMOVE ACCESS COVER OVER WATER LINES. ELBOW OFF OF FACTORY INSTALLED LINES AND FIELD INSTALL HOT AND COLD HOSE BIBBS FOR WASHER FACTORY INSTALLED WATER LINES FACTORY INSTALLED WASTE UNE, SANITARY 'TEE AND VENT THROUGH ROOF . FACTORY INSTALLED ELECTRICAL JUNCTION $OX ('J -BOX) IORY ALLED UNE ANLL ELD INSTALLED ELECTRICAL. GAS, WASTE AND WATER LINES SHALL CONFORM TO THE REQUIREMENTS OT THE LOCAL ENFORCEMENT AGENCY. NO. C042077 EV. kll= ! "SET-UP INSTRUCTIONS" SITE BUILT GARAGE / ENTRY By D. HOLT 951S-501' FACTORY INSTALLED EXTERIOR FIREPLACE CHASE. (13'-6' MAX. TRANSPORTATION HEIGHT) — FOR SITE—BUILT CHASE FOLLOW FIREPLACE MANUFACTURERS INSTALLATION INSTRUCTIONS. X TERI O R F I R E P L A SITE INSTALLED CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM HEIGHT REQUIREMENTS REFER TO FIREPLACE MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE TEN FOOT RULE. SEE NOTES AT RIGHT OF SHEET_ — i, -- FACTORY INSTALLED CHIMNEY THROUGH ROOF WITH ROOF FLASHING. (13'-6' MAXIMUM TRANSPORTATION HEIGHT.) 1 0 R FIR E SITE INSTALLED CHASE. EXTENSION, CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM HEIGHT REQUIREMENTS REFER TO FIREPLACE MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE TEN FOOT RULE. SEE NOTES AT RIGHT OF SHEET. NQZEr, I. TEN FOOT RULE SUMMARY THE MINIMUM CHIMNEY HEIGHT ABOVE THE ROOF IS SPECIFIED BY ALL MAJOR U.S. BUILDING CODES. IF THE HORIZONTAL DISTANCE FROM THE CHIMNEY EDGE TO THE PEAK OF THE ROOF IS LESS THAN 10 FFET, THE TOP OF THE CHIMNEY MUS' BE AT LEAST 2 BOVE THE PEAK OF THE ROOF PER FIG. A— BELOWFIF THE HORIZONTAL DISTANCE FROM THE CHIMNEY EDGE TO THE PEAK IS GREATER THAN 10 FEE,'A T CHIMNEY HEIGHT REFERENCE POINT IS ESTABLISHED ON THE ROOF SURFACE 10 FEET HORIZONTALLY FROM THE CHIMNEY EDGE. THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FEET ABOVE THIS REFERENCE POINT PER FIG. 8-9 BELOW. IN ALL CASES THE CHIMNEY CANNOT BE LESS THAN 3 FEET ABOVE THE EDGE OF THE ROOF AT THE ECDE OF THE CHIMNE` _kj0'-0' CHIMNEY --� LESS r --PEAK OF ROOF �AA ROOF;� FIGURE A - CHIMNEY 10'-0' 32 Lg7PEAK OF ROOF 32 A ROOF 2. THE 2' IN 10' RULE IS NECESSARY IN THE INTEREST OF SAFETY AND DOES NOT INSURE SMOKE—FREE OPERATION. TREES, BUILDINGS, ADJOINING ROOF LINES, ADVERSE WIND CONDITIONS, ETC..., MAY REQUIRE A TALLER CHIMNEY TO DRAW PROPERLY. NO. 0042077 EN'• 3-31_20M "SET-UP INSTRUCTIONS" CHIMNEY INSTALLATION _ J32 oR� D. HOLT �ff12-29-94 S— 41 F A C T O.R Y DOUBLEWIDE INSTRUCTIONS I N S T A L L E D N 0 1 L 5 APPLY 38"TO TRUSS CHORDSINPER STRUCTURAROOFIL NG DRAWINGGED No. 98.00. INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN B PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. FACTORY © TO HINGED GANG ENAIL HPLA IN PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND ONDERLAYMENT PER STRUCTURAL DRAWING No. 96.60 DFACTORY INSTALLED .2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 El LEDGER FASTENEDDO EACHNTRUSSUS W1 (1) No, 8 x 3" WOOD SCREW. P. TRIPLEWIDE INSTRUCTIONS m APPLY 1 38* MIN. TRUSS CHOSHEATHINGOF GED ORDS PER AL DRAWING No. 98.00. ©INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 6.03 AND PER DRAWING 96 04. ©FACTORY INSTALLED SHEATHING UP TO END OF OUTER SECTION PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND DNDERLAYMENT PER STRUCTURAL DRAWING No. 96.60 aFACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 FACTORY. INSTALLED 2x4 CONTINUOUS Ifl W� TO (1) No.GER FASB xE3" WOODCSCREW. TRUSS G L N L iv ry � v.— 1. ALL MATERIALS REQUIRED FOR SITE CLOSE -OFF SUCH SHINGLES, SHEATHING, FASCIA OUTLOOKERS, BOLTS, ATTIC VENTS,LASHING, SIDING, ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. 2. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION" APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH THE HINGED PORTION 3. FACTORY SHALL PROVIDE PROTECTION FROM UNROOFED POR HWEATHER OME DURING DAMAGE RANSf IT AND STORAGE.TIONS OF 4. ALL FASTENERS ON EXPOSED RESISTANT. TOWEATHER SHALL BE aEvsm jt jD wg HINGED ROOF FACTORY INSTALLED NOTES or CRB WE 1-23-97 Maniac LP Tv1"ad S-6 SI TE- INSTRUCTION S DOUBLEWIDE INSTRUCTIONS O BOLT RIDGE BEAM HALVES TOGETHER AT MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL "A". O AT EACH END OF ROOF, INSTALL 2x6 No. 2 H.F OUTLOOKERS AT 28" 0/C WITH ONE OUTLOOKER DIRECTLY NEXT TO EACH SIDE OF THE PEAK. EXTEND ALL OUTLOOKERS BACK TO THIRD TRUSS FROM ENDWALL, EXTEND OUTLOOKERS OUT PAST ENDWALL TO MATCH FACTORY INSTALLED OUTLOOKER EXTENSIONS. FASTEN OUTLOOKERS TO HINGED TRUSS TOP CHORD WITH (2) No. 8x3" WOOD SCREWS AT EACH CONNECTION. O INSTALL CONTINUOUS 2x8 FASCIA BOARD TO ENDS OF OUTLOOKERS WITH (3) 16d NAILS AT EACH OUTLOOKER. SPLICE FASCIA PER SET—UP MANUAL DRAWING "S-16". ® APPLY 3/8" APA RATED 24/0 -ROOF SHEAING EN11RE SURFACE OF SITE NS ALLED CAP. RFASTEN SHEATHING WITH 8d NAILS AT 6" 0/C EDGES, PERIMETER AND FIELD. O INSTALL A MINIMUM OF FOUR ROOF VENTS (50 SQUARE INCH NET OPENING EACH) AT EACH HALF OF UNIT OVER CUT—OUTS IN FACTORY INSTALLED SHEATHING TO PROVIDE ATTIC VENTILATION. © APPLY ROOF SHINGLES WITH UNDERLAYMENT IN ACCORDANCE WITH SHINGLE MANUFACTUR— ERS INSTRUCTIONS. SHINGLES AND UNDERLAY— MENT SHALL BE INSTALLED TO CONTINUE UPWARD FROM FACTORY APPLIED SHINGLES O POST TO 2X4 LEDGER W/ (2) INo.E 8 xl 3" WOOD CREWS. ® INSTALL CAP TRUSSES TO EACH HINGED RAFTER CHDEACH SIDE. O AS ENHEACH SIDE NTHRLAP (4) 8d NAILS. F O R C L 0 S E — 0 F F TRIPLEWIDE INSTRUCTIONS O BOLT RIDGE BEAMS TOGETHER AT MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL "A". O AT EACH END OF ROOF, INSTALL 2x6 No. 2 H.F OUTLOOKERS AT 28" 0/C WITH ONE OUTLOOKER DIRECTLY NEXT TO EACH SIDE OF THE PEAK. EXTEND ALL OUTLOOKERS BACK TO THIRD TRUSS FROM ENDWALL, EXTEND OUTLOOKERS OUT PAST ENDWALL TO MATCH FACTORY INSTALLED OUTLOOKER EXTENSIONS. FASTEN OUTLOOKERS TO HINGED TRUSS TOP CHORD WITH 2) No. 8x3" WOOD SCREWS AT EACH CONNECTION. O INSTALL CONTINUOUS 2x8 FASCIA BOARD TO ENDS OF OUTLOOKERS WITH (3) 16d NAILS AT EACH OUTLOOKER. SPLICE FASCIA PER SET—UP MANUAL DRAWING "S-16". APPLY 8" APA RATED ® SHEATHING OVER UNSHEATHED SURFACES OF HINGED ROOF. FASTEN SHEATHING WITH 8d NAILS AT 6" 0/C EDGES, PERIMETER AND FIELD. ® APPLY 3/8" APA RATED 24/0 ROOF SHEATHING OVER THE GAP BETWEEN SECTIONS OF THE HOME. FASTEN SHEATHING WITH 8d NAILS AT 6" 0/C EDGES, PERIMETER AND FIELD. O INSTALL A MINIMUM OF SIX ROOF VENTS (50 SQUARE INCH NET OPENING EACH) AT EACH SIDE OF RIDGE OVER CUT—OUTS IN FACTORY INSTALLED SHEATHING TO PROVIDE ATTIC VENTILATION. © APPLY ROOF SHINGLES WITH UNDERLAYMENT IN ACCORDANCE WITH SHINGLE MANUFACTUR— ERS INSTRUCTIONS. SHINGLES AND UNDERLAY— MENT SHALL BE INSTALLED TO CONTINUE UPWARD FROM FACTORY APPLIED SHINGLES O FASTEN EACH HINGED KING POST TO 2x4 LEDGER W/ (2) No. 8 x 3" WOOD SCREWS. ® INSTALL CONTINUOUS 1x4 MEMBERS (8' LENGTHS) TO THE TRUSSES ON EACH SIDE OF THE PEAK. FASTEN 1x4'S TO TRUSSES WITH (2) 8d NAILS PER TRUSS. FASTEN 1x4'S ACROSS THE PEAK WITH 8d NAILS SPACED 4" 0/C. GENERAL N 0 T E S 1. ALL MATERIALS REQUIRED FOR SITE CLOSE—OFF SUCH SHINGLES, SHEATHING, FASCIA SID N%r, ETCTLOOKER..:, SHALL BE SUPPL ED ' IC VENTS SYL GOLDEN XSHING WEST 1tOMES AND SHIPPED LOOSE WITH THE UNI 2. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGF THE HINGED PORTION OF ROOF. 3. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. 4. ALL FASTENERS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT. 5. AT EACH END OF UNITS, FIELD INSTALL SIDING TO MATCH TYPE THAT IS ON MANUFACTURED HOME. F INACTORY STALL SIDING INSTALLEDPERMANUFACTURERS INSTRUCTIONS WITH 6d CORROSIVE RESISTANT NAILS AT 6" O.C. EDGES AND FIELD. Mn" mr SITE INSTRUCTIONS IfflMManufacturing,FOR HINGE ROOF CLOSE — OFF LP rf CRB 1-22-97 '4w Lm 40 PSF S-62 12 5 F 32 3/8" MAX TYPICAL LISTED CAP TRUSS TYPICAL MAIN ROOF TRUSS ROOF SECTION AT TRUSS PROFILE FOR DOUBLEWIDE n— CAP; TRUSS HINGED TO MAIN TRUSS WITH NYLON l J R� CpHA13 NG TRANSPORT. FOLD DO" INTO INSTALL TO EACH TEMPORARY NGPOSTYWITH (1) No. 8 XE3EDWOOD SCREW n-- SECURE CAP TRUSS TO MAIN TRUSS W/ (3) 7/16" �`// CHORD OF CAP STAPLES INTO TOP CHORD BOTTOM MAIN TRUSS AS SHOWN- 'n'%— HOWN.O REATVE TACH TO KINGPOSTERAJL MENTIONED ABOVE AND OF CAP TRUSS WITH (2) 7/16" X 2-1/2" X 15 GA STAPLES. LMl=SCN0 2 HINGE SETUP REMOVE TEMPORARY SHEATHING INSTALLED OVER THE FOLDED 0 N RATED CAP TRUSS AND INSTALL 3/8' 24/0 SHEATHING ,WHICH IS SHIPPED LOOSE, TO SIDE OF CAP TRUSS ON EACH END OF HOME ONCE THE TRUSS IS HINGED UP, 7/16/02 `^ LF.GEtIQ� ®SITE INSTALLED ITEM - SEE SHEET S-62 U.O.N. "SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF"* IFACTORY INSTALLED ITEM - SEE SHEET S-63 U.O.N. "FACTORY INSTALLED NOTES". C.FNFRAL NOTE5L 1 WITHOUTFOR HOMES 'ALTERNATE FUEL BURNT G FURNACEAND WATER CONSTRUCTION' - APPROVAL ENOT BE POSITIONED IN HOME THAT THEY XTEND THROUGH THE HINGGESUCH PORTION OF ROOF.OULD 2 DAMAGYSHALL ON UNROOFED PORTIONSnOF HOME DURINGON FROM E TRANSIT AND STORAGE. 3. ALL MATERIALSR RIDGE BOARDC ASCIA.ED FOR SITE FOUTLOOKERS. F SUCH AS SHINGLES. SHEATTHINGHING,. BOLTS, AT11C AND SH SHIPPED LOOSE WITHETC... SHALL BE THE UNIT.D By THE xtieaa nflsn er wA mom Menufec HINGED ROOF HBOS LP CLOSE—OFF Boor � 12 W" TM oME 7/3/02 40 PSF S-6' Obi vo. &c „1 ID V.0 crTnAl A T Yfl..nn _ (FACTORY INSTALLED) 11. ...+� rr[vrlLG rUK (hAGTORY ROOF SEC170N AT DOUBLEWIDE TRUSS PROFIT S 11/EL JJ SITE INSTALLED ITEM — SEE SHEET 5-62 'SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF'. FACTORY INSTALLED ITEM — SEE SHEET S-63 'FACTORY INSTALLED NOTES'. 1. FOR HOMES WITHOUT 'ALTERNATE CONSTRUCTION' APPROVAL. FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH THE HINGED PORTION OF ROOF. 2. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. 3. ALL MATERIALS REQUIRED FOR SITE CLOSE—OFF SUCH AS SHINGLES, SHEATHING, RIDGE BOARD, FASCIA, OUTLOOKERS, BOLTS, ATTIC VENTS, ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. Rriscra a � er aiE WAN to CRB HINGED ROOF CLOSE—OFF DAk1-23-97 endo MP nufacturing, id 5-61 FACTORY !I N STALLED NOTES DOUBLEWIDE INSTRUCTIONS TRIPLEWIDE INSTRUCTIONS m aAPPLY 3/8" MIN. ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. ©INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. ©FACTORY INSTALLED SHEATHING UP TO HINGED GANG NAIL PLATE PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND DNDERLAYMENT PER STRUCTURAL DRAWING No. 96.60 FFACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 0 FACTORY INSTALLED 2x4 CONTINUOUS LEDGER TOSS W/ (1) No.S8 xE3" WO DCSCREW. FAPPLY 3/8" MIN. ROOF SHEATHING TO HINGED A TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. ©INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. ©FACTORY INSTALLED SHEATHING UP TO END OF OUTER SECTION PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND ONDERLAYMENT PER STRUCTURAL DRAWING No. 96.60 F FACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 EFACTORY INSTALLED 2x4 CONTINUOUS LEDGER TOTRUSS W/ (1) No.S8 xE3" WOODCSCREW. G E N E R A L N 0 T E S 1. ALL MATERIALS SUCH SHINGLES, RSHEATHING ' EQUIRED FOR SITE CLOSE -OFF FASCIA OUTLOOKERS, BOLTS, ATTIC VENTS, VLASHING, SIDING, ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. 2. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION" m APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED. IN HOME SUCH THAT'THEY WOULD EXTEND THROUGH THE HINGED PORTION OF ROOF. 3. FACTORY SHALL PROVIDE PROTECTION FROM HOME DURING TRWEATHER ANSIT AND STORAGE. ON UNROOFED �ONS OF 4. ALL FASTENERS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT. wn I rfvw By wg MSW 1/17 HINGED ROOF FACTORY INSTALLED NOTES mw tnc M CRB Uf o�A 1-23-97 40 PS 0 Manufacturin LP S-63 IPULL BACK FACTORY INSTALLED FELT INSTALL SHINGLES UP TO NSTALL RIDGE TO EXPOSE ACCESS FOR RIDGE BEAM BOLTING. WHEN FINISHED INSTALL 30 GA. (2) LAYERS FELT, FIELD RIDGE WITH (4) STAPLES OR NAILS PER SHINGLE SHINGLES OVER RIDGE BEAM WITH CALV. METAL OR PLYWOOD ACCESS FIRMLY EMBEDDED INSTALLED OVER AND (1) STAPLE OR STRIP OVER HOLES. ROLL FELT BACK N PLASTIC ASPHALT EXTENDING 8' MINIMUM NAIL ON EA SIDE TO RIDGE JOIN7 AND ATTACH WITH CEMENT EACH SIDE OF RIDGE BEAM AS SHOWN STAPLES OR NAILS. FACTORY FACTORY INSTALLED FELT 36' WIDE. 90/ ROLL ROOFING 5' £k" INSTALLED SHINGLES ��� FNOREFASTENING SHINGLES USE FIELD INSTALLED OVER VALLEY, LAPPED UNDER FACTORY (4) STAPLES OR ll'x12 GA. GALV. ROOFING NAILS OR 1'x1'xt6 GA. STAPLES INSTALLED ROLL ROOFING 12' T (2) LAYERS FELT, FIELD INSTALL 30 GA. GALV. METAL OR ACCESS STRIP OVER AND FULLY CEMENTED AT LAP. 5 INSTALLED AND HOLES. R HOLES. ROLL FELT BACK TO JOINT AND ATTACH WITH �6' EXTENDING 6' OVER RIDGE FIELD INSTALL RIDGE SHINGLES N0. C042077 CIVIL �I 01 CAui WAM ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE DAAMI BY D. HOLT "'12-27-94 S-30 11 ' 5/8• ��A��Jj , ALL EXPOSED EDGES OF SHINGLES TO BE �.\ �• J FIRMLY EMBEDDED N PLASTIC ASPHALT �y CEMENT PULL BACK FACTORY INSTALLED FELT 36' WIDE. 90/ ROLL ROOFING UNDERLAYMENT TO EXPOS ACCESS FOR RIDGE BEAM FIELD INSTALLED OVER VALLEY, LAPPED UNDER FACTORY (4) STAPLES OR BOLTING. WHEN FINISHED INSTALLED ROLL ROOFING 12' NAILS PER SHINGLE AS SHOWN INSTALL 30 GA. GALV. METAL OR ACCESS STRIP OVER AND FULLY CEMENTED AT LAP. HOLES. R HOLES. ROLL FELT BACK TO JOINT AND ATTACH WITH (2) LAYERS OF FELT, LAPPING INTERWEAVE FIELD INSTALLED SHINGLES TO MATCH FACTORY INSTALLED SHINGLES, STAPLES OR NAILS. FACTORY INSTALLED FELT 6' ° AND FULLY CEMENTED AT LAP. STARTING AT BOTTOM AND WORKING TO RIDGE AS SHOWN ROOF CLOSE - UP DETAILS TAG WITH STANDARD GABLE 24A . _�� N0. C042077 CIVIL �I 01 CAui WAM ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE DAAMI BY D. HOLT "'12-27-94 S-30 ... ...+_a..,.,...a� .. ................................................................................ ...... .....:......:......:............. :...... :................................ .. :..... r...... �.. r •:.1�.��a+—tic Tx..-.�r_•.:.xp f , SITE PLAN /7' f.; .......................................................................-••.... :�...�.. s.... .. .. •� ! .. ... .. ....................... ............. .............. .. .. .. .. .. ...7111-1.—. ... ..*****L.... .. ............. .. ��_ _ F .................:.. } EVIEWED B PT T. : ; i , LIRDE T. Of F(O :.....:................................................................ .......: .. _ ..... • ..._ ... . _ :_ — _ apiroued with: corditi®n :.... .............. :......:............:......:............:..................... –: ....................................... ....................... ............... . . . . . : .... :....:... er-a eek. .:....:.:.. . �, .....: tiri�cFiei� •sh .. .. .. .. . - G .C. IE ............ ......:.....:........ .. .. .. .. .. x :Signet e: � .. .... ............ .. .. .. .. .. .. .. .. .. ..._ .€ 8a .. .. ... .. .. ... .. .. _ .. .. - .. .. .. - ................ ........... .. .. ... ...... .. .. .. ...... ... .. .. .. .............. .................................... .. .. .. ....;.... ... .... ......;.....ti......;.... ................ .. .. .. ..................................... ' .. .. .. .. .. % .. .. .. .. .. :I G .. .. .. ... .. .. ... .. .. ... .. .. .. ... _ ............................------......................._........ v .. ... .. .. .. ... ... .. .. .. .. .. .. :.....:.. :......:....._ ............. ...... .....:......:................ e E 8 1 t .�.�:srR�I7".S E WAS ........ AND: ECfU€PMEWT :€NCLUI tNC �`!` t - ' ta10 .. .... F .. .. .. ...... ... .. .. .. .. .. E€ €e'� /' �' F' 1 F3 F �u .. •- y :"?.:.. r .� / ., ..i.1„ 4 RF {�:� sf.7-T iSy:'� OX :.. _ F FRC?�!! THE ROAD GENS EF��IN �N°� ..............:... �.: : a SI -EA . �..........: :.....:.....:...: - I :ice NAVE OVE �..4 :... :.. :..... ;......:...........:.....:. :. .. .. .. ..E... . . . . . . . . . . . : . . : .... Y.... .. .. �. ............. e 54 ...•--. ..... ........ .. ........ • [ .. .. ... .. .. ... .. .. .. .. ... .. .. .. .. .. .. .. .. ... .. .. ... i6 'F- 1' {{ ... .............................................. ..L .. .Z:......: .. ... .. .. ... .. .. ... .. ............. ... .. .. ... .. .. .. ... .. .�.. .. ... .. .. ... .. .. ... .. .. ............. .. ............. ............ .. :.....r...... �......•.................. .. .. .. ...................... .. ..:. .r ' .. .. {.. ..:.. �..... .. ... .................................... ... ... ... .... .... ..... ... ........... .... ... ..... .. .. .. ............................ . .. a .............. 7 9 .. .. .. .. ... .. .. ... .. S 0 :. �: Assessor's Parcel N Owner Name /-;' Address / Phone No. Site Location= Contact: Name ber. 1D .A _ ew 0 0 0—®® E Sole: 1" _ 4 Phone Oct- 23, -.W3 FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: < SITE PLAN - - /7 .......................... l .. ...... � ... .. .. .. y: .. !, : : : : r / .. .. . ...... 1.. ;...:.. .. . ....... .... ..... ..:......:.....:.. .:....:....:..:.. :.....:.....:...... ....... ...... ..... . .. . ........ .. .. .... ;..--- .. .. .. .. ..... . .. .................................. ....... ....... ' . a.... . .. .. �.. s t ....:... . . : i .. .. .. .._... -- -.. ............. ................. .. .. .. ... .. .. ... .. .. .. .. .. ... ............. ................. . .. .................................................. ................ ... .. ....... .. . -... .. ...... r K 0 .f :� C}. .. E 5 ... . . ..:.. ..:. . -,� e.. ....... c.. .. ... .. .. .. .. .. .. .. .. .. .. -. .. .. .r. .. r .....<............................ .. .. . ........... . .. ... .. .. ......................... .. .. .. .. .. ............ ....... . . .......:.. ................. f ,......... a .. .. . .. / .. ... ............ ................... ............... ..... <..._.-.. ... .... of C ............. ...... ...... ..... .....:.........................:.. b ...................: Ic .... — _ NG DIVISION - BJILDNG PAPrROVAL ... : .................. . .�.. �7 .Da -p j!4 .1c:i . .g-�.i ...I V r is ............. ............ .. .. . ► .. .. .. .. ... .. .F. ................................•.... .. .. % ........... ......,.. ... .. ........ .......... .............. ... ....... .................. r. ...... .. . 01 - —. Pe .: MD . .. .. ... .. .. ... .. ...... ... .. .. ... .. .. ... .. .. .. .. ... J` :�.: .......... : ......:...... �......;..... ... .. .. ... .. .. ... .. .. .. _...................... .:. .;.. ..;.. _ .. �.. ..:. .. ... .. ............ .. .. .. .. ... .. .� . ......_....._............ ....................:..................._....._......:......:.....:. ..................................................._...........---..................._....._... Assessor's Parcel Nu ber. Owner Name >L i Address / Phone No. Site Location Contact: Name —F—/1910-a9o Scale: 1' v14� Phone Octabr n' M3 FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: