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HomeMy WebLinkAbout027-140-037BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 220 SPUR AVE Owner: Permit No: B07-0661 APN: 027-140-037 CHRIS MEREPHEE Issued Date: 04/20/2007 By KEJ Permit type: MISCELLANEOUS 220 SPUR Subtype: Ag Exempt OROVILLE, CA Expiration Date: 04/19/2008 Description: AG BLDG FOR GOATS 30X40=1200 (530) 534-7023 Occupancy: U-3 Zoning: A5 0( Contractor Applicant: Square Footage: SCRIBNER, DONALD LEWIS CONST. SCRIBNER, DONALD LEWIS Building Garage Remdl/Addn 254 HASTINGS AVE 254 HASTINGS AVE BIGGS, CA 95917 BIGGS, CA 95917 Other Porch/Patio Total (530) 632-3038 (530) 632-3038 FEE INFORMATION DBEH Building Review Fee $75.70 DBOMSCF Ag Exemption Permit $109.98 DBSMIP Residential $0.50 Total Charged: $186.18 Fees Paid: $186.18 Balance Due: $0.00 Receipt No: B2429 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License. SCRIBNER, DONALD LEWIS C- 354230 / B C20 / 02/28/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, , also requires the applicant for such permit to file a signed statement that he or she is licensed 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 pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7C00) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 04/20/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ 1, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section need not be competed if the permit is or onehundred dollars ($100) or ess. ❑ I AM EXEMPT under Section B. & P.C. for this reason: I� I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS [� ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 04/20/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Own Signature Date provisions. Xcj 04/20/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Sign Date WAR IN FAILURE T SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, U construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND L SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP ONE HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) injury, including death, and property damage caused arising out of, in any way connected with the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorize to act on the property owner's behalf.' CONSTRUCTION LENDING AGENCY C14 04/20/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for me of ermittee [SIGN] Print Date -"` the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR: E]Agent for Owner ❑Agent for Contractor FILE COPY + Lenders Address City State Zip 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 AGRICULTURAL BUILDING EXEMPTION STATEMENT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to hou,:e farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated or packaged, nor shall it be a place used by the public. Buildings used for purposes other than described above or that are located in a flood hazard zone are not eligible for an agricultural exemption. Authorization of an agricultural exemption permit by the Department of Development Services does not preclude any requirements and/or review by the Butte County Public Works Department, Butte County Fire Department, Butte County Environmental Health, or any state and federal agencies. Initials AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. Initials AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a manufactured home, and 23 feet from a commercial/industrial buildings Initials AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum 23 feet from a residence and a manufactured home, and 40 feet from a commercial/industrial buildings Site Address: 220 SPUR AVE Permit No: B07-0661 APN: 027-140-037 Square Footage: 0 Permit Type: MISCELLANEOUS Occupancy: U-3 Permit Subtype: Ag Exempt Zoning: A5 00 Description: AG BLDG FOR GOATS 30X40=1200 SQ.FT. Required Setbacks: Applicant: SCRIBNER, DONALD LEWIS CONST. Front: 50' Side: 20' Rear: 20' 254 HASTINGS AVE Type of Construction: BIGGSCA95917 (530) 632-3038 Type of Siding: T-111 Owner: CHRIS MEREPHEE Est. Const. Cost: $ 28,000.00 220 SPUR Roof Covering: Compostion OROVILLE, CA (530) 534-7023 Floor Type: Concrete I declare under penalty of perjury that the building will be used as stated above, and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain the necessary permits, inspections and approvals to comply with the requirements in effect at that time and prior to occupancy. Signature of owner: CL_=z Date: 04/02/2007 FILE COPY Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-0661 Date: 04/02/2007 Location: 220 SPUR AVE By: TMP Parcel Number: 027-140-037 Sub Type: Ae Exempt Owner Name: CHRIS MEREPHEE Phone: (530) 534-7023 Description: AG BLDG FOR GOATS 30X40=1200 SOFT. The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 NEW& City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 - Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Other: Other: Other: r Signature of Property Owner: �v�- .,u Date: 04/02/2007 FILE Butte County Department of Development Services TIM SNELUNGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-0661 Location: 220 SPUR AVE Parcel Number: 027-140-037 Date: 04/02/2007 Owner Name: CHRIS MEREPHEE Phone: (530) 534-7023 Description: AG BLDG FOR GOATS 30X40=1200 SQ.FT. Signature of Property Owner: L�— t Date: 04/02/2007 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-0661 Date: 04/02/2007 Location: 220 SPUR AVE By: TMP Parcel Number: 027-140-037 Sub Type: At! Exempt Owner Name: CHRIS MEREPHEE Phone: (530) 534-7023 Description: AG BLDG FOR GOATS 30X40=1200 SQ.FT. By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. 1011t...F t P.'= FILE Date: 04/02/2007 03/30/07 12:29 FAX 5308460584 BTEC GRIDLEY 0 004 r ! 717AC. 9p, .7 � S. AC 29 O c l 5.OIAC )IAC. 4 38 9 37AC 40 lk Y t• 3 3� 5 9.Ac 33 _. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" APPLICANT INFORMATION OWNER INFORMATION Last Name Mailing Address '220 Fit aamg, , U y� �C City O, r Stater A I Zip Phone O Fax E-mail 'Phone APPLICANT INFORMATION CONTRACTOR Name .0 C r d Address Address Z t+ A, r cr S City r r State Zo Zip9 Q 'Phone 63 Z_ 07 g Fax g_ 9 d E-mail Lic. # Z 3 0 Class S APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name C onlr Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X PERMIT �V I BIN # PROJECT LOCATION AP# 02-7-140, eLZ Property Address Z U City OR 0 V" L /_ f a 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: r Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of.Occupancy (Note previous use): For office use only: Zoning Jr Flood Zone SRA es >> Occ. Type Const. �I RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: fn -1 }roti BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2005-0078732 Recorded I Official Records I County of I Butte I CANDACE J. OR1lBBS I County Clerk-Recorderl I I 010:UM 29 -Dec -2N5 I REC FEE 10.00 COIFOR6ED COPY 1.00 DD Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, �f INSTALLATION ON A FOUNDATION SYSTEM G 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. CYNTHIA M. AND FRANK L. PEREIRA REAL PROPERTY OWNER/LESSOR 975 LUPIN AVENUE MAILING ADDRESS CHICO BUTTE CA 95973 CITY COUNTY STATE ZIP 220 SPUR AVENUE INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP SAME 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 05-1812 530 538-7541 BUILDING PE 0. TELEPHONE NUMBER " / 2 SIGNA raKOC K< AG EN Y OFFICIA DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. HBOS MANUFACTURING 2004 8901 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMFJNUMBER GIOR23N27926A/B 68 X 27 0RE450098/9 SERIAL NUMBER(S) LENGTH K WIDTH INSIGNIAILABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 02!7114 7 SEE ATTACHED -� HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. iw 334 27,, 1 C1 I T17 Description Order No. BU -214297-3 MAIM The land referred to. herein is situated in the State of Califomia, County of Butte, and is described as follows: PARCEL I: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN THE ONCE OF THE RECORDBROF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 7, 1984, IN BOOR. 98 OF PARCEL MAPS, AT PAGE 32. APN 027-140-037-000 P. AARRCEL 11: A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS 1 AND 3, AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN THE OFFICE OF.THE RECORDER OF 'THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 7, 1984, IN BOOK 98 OF PARCEL MAPS, AT PAGE 32. BUILDING PERMITS NUMBER: 05-1812 Address or location of unit: 220 SPUR AVENUE, OROVILLE Legal Description of Real Property: 027-140-037 SEE ATTACHED (x) Mobilehome/Manufactured Home O 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: CYNTHIA M. AND FRANK L. PEREIRA Owner's address: 975 LUPIN AVENUE, CHICO INSIGNIA OR HUD NUMBER: ORE450098/9 SERIAL NUMBER OR V.I.N.: GIOR23N27926A/B MANUFACTURER'S NAME: HBOS MANUFACT YEAR: 2004 OFFICIAL APPROVING INSTALLATION: DATE: / 2 - 20I - D 5 - PHONE: PHONE: (530) 538-7541 H.C.D. 513C RECO -DING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 29 -Dec -2005 2005-0078732 Has not been compared vith original BUTTE COUNTY RECORDER 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 Colk Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the un_t described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this documeLt shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as tD its contents to all persons thereafter dealing with the real property. CYNTHIA M. AND FRANK L. PEREIR . REAL PROPERTY OWNERILESSOR 975 LUPIN AVENUE MAILING ADDRESS CHICO BUTTE CA 95973 CITY COUNTY STATE ZIP 220 SPUR AVENUE INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP SAME 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 05-1812 (530) 538-7541 BUILDING PE Trio. TELEPHONE NUMBER . 4�-C2 ' / ?_ )� SIGNA 'COC X AGEN Y OFFIC DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. HBOS MANUFACTURING 2004 8901 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEINUMBER GIOR23N27926A/B 68 X 27 ORE450098/9 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNWLABEL NUMBER(S) SEE ATTACHED ASSESSOR'S PARCEL NUMBER 027-140-037 HCD FORM 433(A) REV. 8/91 WHITE- County Recorder. CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. r Order No. BU -214297-3 MAM Description The land referred to. herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: PARCEL 2, AS SHOWN ON THAT OF BET)'i'TESTPARCEL EE OF CALL OCORDEDIN RNIA, ON DECEMBER 7� 984,, IN OF THE RECORDBROF THE COUNTY, BOOK 98 OF PARCEL MAPS, AT PAGE 32. APN 027-140-037-000 p�II: A RIGHT OF WAY FOR ROAD AND PUBLIC UTII.ITY PURPOSES OVER PARCELS 1 AND 3, AS SHOWN ON TART CERTAIN PARCEL MAP RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BU rM STATE OF CAIIFORNIA, ON DECEMBER 7, 1984, IN BOOK 98 OF PARCEL MAPS, AT PAGE 32. 12/21/2005 15:06 REDLINE INSTALLATION 4 5382140 NO.915 D06 'qty '`T- = "•�� `. '_' - ^`:�ST%iTEOF'G�I�iORNIA NUMBER' "BtiaB+Ess, TRANsoORTATIo yQ�QI ��+c� I��� s;' 38i 3.13/7 « REPARTMENI.OF-MOUSWO.ANO ONMUN`} 'E �O� P�IGEM��y, .gig 70 9 �— °G D3Y�1 O71ROS ..iTA :•'$ 'v::r:;') . ; i r:1) G7critr?21MUNflIrTIJREP.N0119.INSaPROGNAM?-?i. i3:� Af'i?'Cc3i.: _ . . -. -.. , :-. " ° IR_. .NI6Ra 30 -MANUFACTURER-OF "ORIGIN = _O,CNECK IF•TMIS IS A DUPLICATE. MCO-E11E14.01d101NAL MCO N0. D�r...A. CAO 0111 •TI.1.. _.. _ ... . I , .. _:. ... rNrT MANUFACTURED HOUSINGMAtUf ' !.r.:Q SFO (SINGLE•FAMILV AWEL�ING) :::0 .MUMH (MULTI-UNIT.MANUF.ACTUREO,HOUSING TRANSPORTABLE SECTIONS OCCUPANCv GROUP MANUFACTURER NAME _ MANUFACTURER LICENSE NUMBER:— .. C.. .'r,:..'ie.�.. ..: �f:Y:r��i'�; °,__..9:'.:• :!�: ::� l�06 IINAlFAC1UAI1�, LP 1874913 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE; SI ' . C . Siete r J . 21 MODEL NAME ANDIOR N ER' - DATE OF MANUFACTURE: MANUFACTURER TRADE NAME: _ 41 MODEL YR NAME OF DEAL FEREE (OWNERSHIP TRANSFERRED TO): ' CALIF. R NUMBER' OReeW DATE OF ° `- ^ .; or:t :T9AfQ EREF..O.EGISIW►?I�N., _._ --- `-?_. _.� 6mm PACIFIC HD1ffS PEA�):S AR.1A!►NS.F.EaEE aon9�i5 _.. _ . _........ —.—.. _ _ __ --- --_. _ _. ___. _.... .._ ... S C' (Stale) L :.INVENTORY CREDITOR NAME' ..INVENTORY CREDITOR ADDRESS: Slr CI(Slate (LO SECTION MANUFACTURER SERUL NUMBER NCO INSIGNIA OR NUB LABEL NUMBER ' L (INCHES) NCHE WEIGHT INCHES INCHES) IFOUNOW • ' VRAM Olt to . ..:... TRANSPQATER :. :.TRANI)PORTERA00AESS: - .. ....• - ' • ir'Sj 7J 3F1A14 C.20 Stare .. DESTINATION FOR UNIT 086CRiBEO ABOVE: 96973 :N PACIFIC HWS OF. �it "AA CHIf,Qi CA ). •I C2nIryw+Oar pertsly el hury'raew Ua lwa By" stere of Ce4k" ma atto.e fads a(& • - - . .. __ _ . _.._, — - r—_-:.— PfY!.1':'f iB/���3' ,y �c �' - : �- - .�Ta• � %� ,/ /� r Y'1��'rs11:•.'q•?a�a2�AfiT •. Exaalee ee (Swe) '.]V.'AI'e:;•.. t. (;.w.; T' 718 SIGNATURE OF AUTHORREO AGENT: eidYAtQL7L� �'�ORIGINAL jP D TO TN 'w NTORv CREOI R,'UNLE66 THEA ONE, THEN fORWARO TO THE PURL WISER (DEALER OR TRML4i�REEk COPv t{M1 gWARO TOTH DEPARTMENT AT .O. ENYB, CA96612-IU8. .TWIN FNE (S) DAYS OF RELEASE:)"'S 90:2'' O.kfQ4 CCrcl DELVER TO "t T!(AN6PORTF�fl TO MPANY THE UNfT TO IT8 DESTINATION.J . 00)'fa1ERETA'NEOBYeTT1EMANUFACTURER.1i.' ,o +! •' _::�";:L� ��.•r:•. HCM46310-5101.fflB " T. 15:41 REDLINE INSTALLATION 4 5382140 \' STATE OF'CALIFOR .:`bUSINE§S, TRANSPORTATI0NAN0. NO. 918 901 '�:,v!: i'Y;:,:,`.: i c-`,;),'i�ti(i'r: �lA!WACTUREp.I§IN9.PRO�iRAM�? n' _. - _ -.•... ,_• ..-.�I• "'MANUFACTURER-CERTIFICA-TEOFIf — -- -- — -- •-u -CHOCK IFTMIB IB A DUPLICATE MtCO EN(ER.OEiIGINAL MCO N0. TU..RE.D. NOME 6R A_iw�m.mmuea grm HOUSING • .' I'MANUFAC .. ' NUMBER OF TRANSPORTABLE SECTIONS SFA•(SINGLE FAMILY DINELUNG) .::D .MUMH (MULTI-UNIT.MANUFACTURED.HOIISING.:: OCCUPANCY GROUP` 'Ir MANUFACTURER NAME: _ _. _ , .. , .- •,- i MANUFACTURER LICENSE NUMBER:— • _..,-,z�.. ....... .... •:r:r :,:�I . .; I- ..................- _ •;.:-at.�_ .:., ..:v �:� . :•a9 _.. •-► H8061aAM1FALTlIR1NSLD 1874913 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: (S*W l(AAAAR4 at mw- ng girl 1clity) MANUFACTURER TRADE NAME: MODEL NAME ANDIOR NUM ER:DATE Of MANUFACTURE:' ' IMEL YR NAME OF DEAL FEREE (OWNERSHIP TRANSFERRED TO): ' 'CALIF: R NUMBER' OR DATE OF . _. J �._�__..._..__.__,_.._...:..�.. _ .TRAN&.FEREE_.O.EBJSeHA?!�N�.._.._._..._ :: '__:.;��-•;•�.r•; •,.� er:D amm•-- .__._ PACIFIC Hms_�:• 93-183-273 �•.OEAIEflOR TRANSFEREE ADQFESS:_,_,�.,`.-,_, " St ... Ci (State) I Wrn- 174 9273 Pi INVENTORY CREDITOR NAME: :.INVENTORY CREDITOR ADDRESS: (State) ' (Zip) ISECTION � LA .-:... MANUFACTURER SERIAL NUMBER ....—.. NCO INSIGNIA OR HUD LABEL NUMBER LENGTH WIDTH WEIGHT _._,...•, . _.. .._. ,._ .... ., .' (INCHES) NCNES) .. ' (POUNDS) ::�:1'••_ _._ ..®SaR�3�H�7�ea.:a- - -• _ :.0(x_.4,,_ ��i-I�n�sr:i.-�;:, ��`` _ __=�i6- _ _.1�''� AIr w �RANSD4R1eR NAME;. TRANSPORTER ADDRESS - State :: PCOTINATION FOR -''• ACIFIC HOKS - . ' ' ' OF AL)UL "A ''CHICO; C1i — . tC State .� . I C" unser twneb'at w1dly .,I w the I.. of Cts state d Cil iomlo•oid ore eeowI feW eri q, _ TTA~ ENo,leem • . d 1 t •.,: T} il`i''.i2v1,lf(T•'. e,e�-._ ----I. _. (Gounly) (Bute) BICNATURE OF IlUTHORIZEO AGENT: 3Y'T.4:;',:: • :: • : ,• .^.:^ .� 1. 7tA• X dQTRIRUTION T-ORIDINAL'(PINIQ'-""'•' B1MdrD TO7N M'ORv CREO R UNLESS TNERSJ84ONf, THEN FORWARD TO THE PURCHASER (REALER OR TRANS FAEEj. COPY I (Vm E) ' AINARO TO THEDEPARTMENT AT .O. ENTO CA 95812.1125. WITHIN FNE (,)DAYS OF RELEA30'' 21*1� - O fAf•: • • OCpY 2 (TSLLgVA ' DELNER TO TH2 SPORTER TO MPANY THE UNIT TO ITS DESTINATION. ' COPY (GOLDENROD) TO 90 RETNNt 0 BTMe FACTURER.b ' �. • L NCO 403.0 - SkM 1 .(7497) ''. t.- ;*' ,. 4 �.,. �: �,` �' i;� :s.- ---- ;;;; t ' NOTES RESIDENTIAL PERMIT NO. —r 027-140-037. - _ _ 05-1812. �. I PEREIRA, CYNTHIA 1-220 SPUR AVE, OROVILLE Cont:.REDLINE INSTALLATION NEW MH PERM FND OFFICE COPY Address 22'0 S O v/t WAte GAS Meter By Date ELECTRIC AI Meter By ��� Date so 4 I e 3 0F(= F00THI LL oFF DlcI,(S-7dA6- I` Or -F G ZAIS S O F i— fK TA A l ROS. D R- �,�;� iia--qa( .1 'I�Cb oCc ov�� JOB FINALED (Date) Si \ S, ataire J =0 Not OK Not = Not Readyaole MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zonina Requirements -Setbacks -Easements 2. Soil ; Special MH Support Sketch Qe-Tewer, Location -Test -Fall -C/O -Concrete a3er,Location-Test-Easement Needed (Sketch) I R6k(CI- -Slectricity; Location-Clearances-Gmd-/ /Amo -Concrete 6 -'Gas; Location -Te t -Wrap;-/ /" L'ft. / P Nat. or /3j4//" L "ft1S0P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date -Oj Card B-1 , Date Card B-1 I Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoni uirem -Setbacks-Ea ments ootings; pacing -M Line 3. Gas; MH Test -Demand -Valve -Connector 4. Eledri}YtO, M Test-Cro ;Breakers ances 5. D ' west-Fall-Fle Hector 6. WatpePH Test -Regulator -Connect& 7. Water and Sewer Connected- o Grade -HD Approval f r 8. Gas.,and Electricity Ta ed Downs -Type allation Caff. V a -r'` 1 Exits; Insp.-Sketch t Cert of Occupancy * I I. 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 Date I % ;13 O -Cad B-1 Date Card B-1 _ _ _ 9. Health Department Approval Date Card B-1 Date Card B-1 }., 10. Plumb.; Cir. Test -Water Supply Test Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 11. Light Niche t� 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 ' Date Card B-1 Date Card B-1 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected r 4 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 L&Kct 1 J=OK o = Not OK = Not Appriable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3_ Ftg., Garage; Soils-Steel-Elec. Gmd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Cana 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 30. Subfeed Wire Size/ /ga. Cu or M-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No Date 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 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 Date 43. Bearing Walls over Girders & Floor Nailing Date 44. Draft Stop in Walls (rat proof) Date 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type 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-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Botts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. I nfittration-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 InsOdJDrive O Yes O No/Walks O Yes O WPlanters O Yes O 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 M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP051812 B. C. Building Permit01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/05/2005 APN: 027-140-037- 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. 5 License Class . License Number: Site Address: 220 SPUR AVE ORO Date: Contractor: Map Index: Description: NEW MH ON PERM FND, NEW SITE (1836) OWNER -BUILDER DECLARATION 1 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 Owner: PEREIRA, CYNTHIA M & FRANK L permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 975 LUPIN AVE the Contractor's State License Law (Chapter 9 commencing with Section CHICO, CA 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any 95973 violation of Section 7031.5 by any applicant for a permit subjects the (530) 828-9288 applicant to a civil penalty of not more than five hundred dollars ($500).): O 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 Applicant: RED LINE INSTALLATIONS INC 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 13407 GARNER LANE sale. If however, the building or improvements are sold within one CHICO, CA 95973 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of (530) 895-5543 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, Contractor: RED LINE INSTALLATIONS INC and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.): 13407 GARNER LANE ElI am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95973 Date: Owner: (530) 895-5543 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 848025 I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance and policy number are: ,carrier Carrier: 51\l.l� �- 51 na Total Square Ft: 1836 S.F. Policy#:���7 Valuation: $119,340.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. `%� r J V 1 Date: Applicant WARNING: Failure to secure workers' compensation coverage is / / i��� unlawful, and shall subject an employer to criminal penalties and one L 1 3 n addition to the cost of hundred thousand dollars provided for compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. — _ — CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the This permit is hereby issued under the applicable provisions of the Butte Cou ty Code and/or Resolutions to do.work indi ated bove which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.)5 /1 BY 0_ Date: C/ Name: PERMIT EXPIRES ON: 10J Address: 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. I agree to comply will all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection pur oses. Print Name: I�Cl .r� 2� Signal Date: S7_ ' ❑ Owner ❑ Contractor O Agent for Owner gent for Contractor B. C. Building Permit01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONC OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER Last Nam �/'� First Name. SFT � Address S CityState CA Zipq Phone Fax E-mail APPLICANT CONTRACTOR Name Flood Zone Address�Abi L City �� � State Zip Phone, Page Fax g �_ �. Zc E-mail Date Approved: Lic.#,q 2ss APPLICANT ARCHITECT/ENGINEER Name Flood Zone Address SRA City �� � State Zip Phone Page Fax E-mail Date Approved: State License Number APPLICANT W, r10 ,_ 1 Flood Zone Cross Street SRA 'fit � • �� � Occ. APPLICANT SIGNATURE X For office use only: Zoning _ fj Flood Zone Cross Street SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIKEMtN it s K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMI No . . 5 BIN li LOCATION AP# do27 — qb " cW Property Address 2 -city 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 Description or Scope of Work: Sq. Footage 0 ❑ 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 expiraticn of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department cost: are not refundable. Received by: L/, 6 , Amount: 2)Q.9 Q0L._Bldg J� 209,99 SRA Receipt #: tSheriff SMIP Page 1 of 2 �—t Other Date: f- i �� 424. C1 ti —Total REV 2-2405 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 inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in Aqp licate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, plans in triplicate. All of these must be stam ed and wet -s' ned b the Elevations nv 'neer in triplicate. (D) Floor ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ .2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION K1FORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 � PERMIT APPLICATION DATA SHEET OWNERPip e)1 IJ� ,jam,PASSESSOR PARCEL NUMBER l )2-r% " 1 q O -MI I Proposed Building Use: M H P Oft N M VN.P Permit Technician: K,G • Date: 'NEIte s required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 3.Pl 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for on -heated and A/C for Non -Residential Buildings. -to �2N S. Manufactured homes: TAMstanatio arwel, including-a¢arriage line.info, (C�loo laia.,.(D) T e down or d laall in duplicate. ¢ ❑ S. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent4dr non-residential buildings ❑/ 12. Hazardous Material Form ,AN 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other mainin 'ms needed to issue the permiO(May require additional plan review upon receipt of the following items.) %/U 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico O Oroville, as applicable O Q41ire Sprinklers............................................................................................ O 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ . Erosion Control Plan Required........................................................................ �0 20 Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 1. City of'Chico Plumbing permit........................................................................ 91 22. Site plan and business license approval from the City of Biggs .............................. N 23. California Department of Forest Ian approval ❑ paid. Sent by: Koh. y/.I.U06 s/ 24. Planningapproval for A Use: U,� (B)Parking: C Parcel Check: .... 1p� 25. Contact Land Development about _ Improvements, _ Drainage........ ................. 26. NPDES Form............................................................................................... 01 27. Encroachment Permit for driveway from the Public Works Dept ........................... ♦il TW 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑/ 34. D e Restriction......................................................................................... 35 egal description,YM.H. Title, title search, registration or f ........................ ❑ 36. Other: ❑ 37. Other: (�� l When issued Telephone �SillI - ) Q ` �'�jint Ithi and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. ':Applica Date: -7- 1. Index ermit applica ion forth above items numbered: Plan Check Letter =al items required tra!tor,.designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date:* � D5L „designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor,, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural r:viewed by: Date: Structural approved by: Date: Note transf!r 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.buftecounty.net/dds OWNER — P jf a A.P. # PROPROSED BUILDING USE REM r- VAD - NEW $LTE DATE T11-0 RECEIPT # DATE REC. 1. BUILDING PERMIT FEES L --- Balance Due ..................... $ 39A, 99 --- FEMA Flood elevation review ...$ --- Additional plan checking Fee.... $ 02. SCHOOL DISTRICT FEES(paid at at School District Office) (form available after Plan Check) S-1 9 Ax 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. _&(4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) RESIDENTIAL DEVELOPMENT IMPACT FEES3 l COUNTY WIDE (per dwelling) $ 3) 1 J`, , ''49_ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per. dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8. SMIP 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. DATE % Y�� 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) TZ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM. b � tr ,. (One form per Building) School District J (t rev i 11� F (P rn l 1 1 1 Ur Building Department No. ^ A.P. Number 0 2"7 —'y 0—M-1 Jurisdiction: Q City County Property Owner Pe rl'e,i y a � Qun% n M • Frn n k I_ . Property Location/Address 2-70spur r AYf . Opovi l i . 0.A t wSubdivisl&in .= Lot No. ........................... ..... » .............. Residential Development � Q 0 Sq. Footage 1 ]1,, (/1 No of ' 'ng Mo ilio a Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # - '(No foundation inspection) ................................................................................................_.... Deed Restricted Sq. Foq�'#�cility (Attach a signed copy of Deed Restriction $p�1191ce of document;iaUlndustrial Q Q /�� {� 8 I Sq Footagee = New Addition (Including Exterior Roofed Areas) ,Building Department Representative Date District Identification, No. 'o ✓-,"i , ale E�e.lnn School District certifies that (Street Address) f' r (c. ► has complied with the requirements of Resolution No. (state) 0 3 -04 —Lq. CSI At a a- r Lr e i r o.. (Applicant) -L1 /1-2 �,1'hpne Nuri `dct/S�bC_I (Zip Code) by payment of $ representing $ square feet. JAB 2926 $ FULL MMGATION $ e School District Date Paid by Check # Remarkse3 '1 Modce: You may protest the Imposltkin of the Nes identHled above by submitting a written protest to the Dbtrid, in compliance with Govemmenl Code Section 66020(a), within 90 days from the date Nes are paid. Failure to submit a tlmey written protest wlli'prohU* you from challenging the Imposition of the Nes in any court action. K, subsequent to the School DIstrld Representative signing this Butte County Schools Impact Fee Certification Form, the School Dbfrlet is nottlled births applicable Local Planning Agency that this project Is being @view under the CalHomla Embonmenlal Quality Ad (CEQAj this project may be subject to additional school fees to fully mithWeAs Impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xds (10/03)drrm, BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM IVFEATHER 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) Building Permit Number 6P 2-- Property s p Y Owner () f , vn%a Frank L . Project Location /Address 211 spur Ave, Orbyill—t , CA Subdivision Name Assessable Sq. Ftge Type of Residential Development (check one) New Development Alteration/Addition(s) Mobile home Demo Permit (date issued Comments: Building Department Single Family -Detached Non -Residential to Residential Mobile home replacement `I - ►1 05 0 CARD 0 PRPD 0 DRPD certifies that: Date Single Family -Attached Multi -Family Dwelling verified by Assessor Departmen- verified by Building Departmen. Applicant Name Phone Number t3go-i C 1�ek ' r^ r2 Ltko� CA cic' i7 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: Paid by Cash: and Park K:\FORMS\BUILDING FORMS\park-rec standard form rev Ldoc per unit for a total of $ per sq foot for a total of $ Receipt No: 1:2602 %Ine , . ,a ... uilGVt NI c l.lU CGy,Vr1U C1PY1 aL tlJG '= 24a4'�•�r ' '_ -. x Si•. ... cAI 6E67MlkEENl OE HO^2I4S� rYD`COWtinAllA DFJ _f06iYFlt1. - a '73C'�Y"f+�a'C'J'.e■3�'.!�IREFisalj�L r. wrl - DEPa� o ousax#'�wD;coMMUHmr D Er"T ' p Ovsl]VG �i Q DnrISION OF CODES"AND STANDARDS -OCCUPATIONAL IJCENSING PROGRAM DTN NUMBERiasi ot. �' n"■.�� E„Z�� DEALER REPORT..O -SALE OR LEASE DECAL NUMBER "- FOR A' GSL _raw NEW MANUFACTURED HOME, NEW MOBILEHOME, OR NEW MULTI -UNIT MCO'CONTROL aNUMBE ' IDEv�y� s MANUFACTURED HOUSING � TAX TYPE: il5 .tF,(I VPT DEALT LICES N51ER DATE OF TRANSFER O EAL R USE CODE (Check One Box) ORIG_I A SAL A� P CE SFD ❑ MUMH N E OF MA(JUFACTURER (M • ,� _7 MFR'S LICE N E tyUF,R� ._ MFR'S TRAPE NAME MFR'S MODEL NAME AND/OR MODEL NUMBER ; DATE OF MAN FATUq INSTALLATION TYPE (Check One Box) DATE OF SALVLEASE IVI! /? j J f (J (j -1f o Foundation [18551(a)] ElChattel [18551(b)) lyJ� i1 Support System 1188131 ❑ Conversion [18555) : SECT1ON(S) {MANUFACTURER'SSERIALrNUMBER(S) ;HUD LABEUH DINSI NIANUMBER(S)= ILENGTH (Inches)] IWIDTH(inches)ji )',WEIGHT(pounds)N ri E (� �2 ? '. ❑ ADDITIONAL SECTION(S) - Check box if there are more than three sections. See instructions. % AST FIRS MIDDLE LLRS NAMES) OF •REGISTERED i 2. -Ere ! oil OWNER(S),' . RF [Print True Name(s)] 3. If applicable, check one of the following: ❑ JTRS ❑ TENCOM OR ❑ TENCOM AND ❑ COMPRO ❑ COMPRO RS SILT:. STREET/ [ k LLVi n Pr-vf-., MR t CURRENT MAILING ADDRESS CITY ( COON STATt�/ZI" ' PENT FUTURE MAILING' STREET PEN ADDRESS, IF APPLICABLE CITY COUNTY STATE ZIP' ,ROS LOCATION (SITUS) STREET /� /� I'j- ` -}D J UNIT ESS OF THE CITY 4 COUNTY'S STA ZTi� ! -CONF L/ I NAME(S) OF LEGAL OWNER 1 •, l ,S) I ��( ,d % .( RREG • (LIENHOLDER(S)) [Print True Name(s)l t If applicable, check one of the following: ❑ JTRS ❑ TENCOM OR ❑ TENCOM AND ❑ COMPRO ❑ COMPRO RS SI MAILING ADDRESS ST E AS[ _ F„�i�, NAME(S) OF JUNIOR LIENHOLDER(S) [Print True Name(sn If applicable, check one of the following: ❑ JTRS ❑ TENCOM OR ❑ TENCOM AND ❑ COMPRO ❑ COMPRO RS MAILING ADDRESS.. STREET CITY STATE ZIP ❑ ADDITIONAL JUNIOR LIENHOLDER(S) - If additional Junior Lienholders are being recorded, then check box. See instructions. TOTAL CERTIFICATION The owner(s) and dealer signing below state to the best of their knowledge and belief that all statements made in this Report are true and correct. :SIGNATURE(S).OF• ALL`NEWREGISTERED,OWNER(S)7, 3. DEALER'S NAME: �^)�' ' '1 1,;VP( {'lw ` SIGNATURE OF AUTHORIZED AGENT: ` t i DEALER'S ADDRES):.' Ii / / i i� SALESPERSON'S NAME: A_ ' C K_SALESPERSON'S LICENSE NUMBER: ) Copy 1 — Department, Copy 2 — Purchaser, Copy 3 — Tax Assessor, Copy 4 — Dealer Book Nor,.129 23 HCD 480.1 (Revised 10-30-02) ''.` CDF FIRE SAFE REQUIREMENTS AP# 027-140-037 PERMIT # 05-1812 NAME: Pereira Under authority of Public Resources Code Sec. 4290, the following checked items are required T by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] Surface. All driveway surfaces and structures (bridges, culverts and other . appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. I 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. E-1 [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [Xj Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. T T U [XJ Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in T length, shall provide a turnout near the midpoint of the driveway. Where a 1 driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [XJ 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. T T S i 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 r in these standards, annual maintenance must be provided for by the landowner. r [X] 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. T r [ ] 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. E Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Enclosed eaves eet— [ ] If Building Setback is Less Than 15 Feet=' E ✓ Class A roof with enclosed eaves and choose any 2 of the following: lrC) ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D T T o Glass area not to exceed 10% of wall area toward property line with insufficient U setback ❑ Siding from the following list: T o Stucco — 3 coat 1 o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials E M E 1�T 07/20/2005 Darren Read Date Signature Tnn °Qv Tr Department of Public Works / 0 C o u n t y o f B u t t o I LAND DEVELOPMENT DIVISION O o 1 J. Michael Crump, Director Storm Water Management Program \ cCO v N�� ° / 7 County Center Drive Oroville, CA 95965 A �5 (530) 538-7266 AUC WOF (FAX) 538-7171 National Pollutant. Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement Project Description: Project Location 2nd/or Parcel Number: By signing below, 1, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre -or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County StgRn Water Management Program Butte County Department of-DeveloprnentServlces °�uTrF0 7 County Center Drive ° ' ° Oroville, CA 95965 ° ° ° -�,. -� ° (530)538-7601 Telephone (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or re ire submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and cleara_zces from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to; verification the parcel was legally created, adherence to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name -3 4MC Building site address: nsI C APN: 0a1 02) 1 Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: h 7CC-U IGNA'T RE OF APPLICANT DATE Copy to Applicant/EH/File K:Fonns/BldgPennitwithoutClearances 020705 " , _ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.N. USE ONLY Slot Plan AttecMd Floss Plan Attachad Sent to S.D. / ED- .)& T4 n,)& SIDI, Rlyk—� C�-4-4'4 q Owner Location AP# Plan Approved for: Sewage Dispos Water Supply: ublic Private Well Clearance for dwelling. Other L JAA OL! Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 Pon sMall) CAM SORH 97ft TtS I ):V.4 %V6. et)/ Min Co; PIER" In• FOOTING SIZE REOUIRED (SO. IN.,, PIER _ NO;CAPAC.. , (LBS.) 1000 PST 1500PSF 2000 PSF NO. • t 1 2000 288 ( - 192 ` 144 } _ - 2 -2500y 360 17 740 1 180 4� 4PPR0Vr P5F FOOTING SIZE REQUIRED (50. IN.) PIER NO' 5 © PIER CAPACRv (185.) 6000 6000 FOOTING SIZE REOUIRED (50. IN.) PIER NO. 7 \15/ NELH TL SI) 10000 12000 FOOTING SIZE REQUIRED (SO.1NJ 1000 PSF 1500 PSF 2000 PSF 576 (` 384 288 720 480 360 1000 p5F 1500 PSF 2000 PSF Sha 576- 432 ti52 768 576 1000 P$F 1500 PSF 2000 PSF 1440 960 720 1728 1152 864 10-0 1„Anre1 L.ATUUT_"YI STANDARD CARPET y LA4NG ROOK FAIULY RDOU MASTER 6EDRODU/REEREAT ERMOUS /7. 13 & 14 HALL IY/ OPT. GLAMOUR BATH ADD TI• -0• OPTIONAL CARPET MASTER BATH II• -o• OINK ROOU II' 0• GUEST BATH SEW ® (BEARING WALLS) (CLEAR SPAN) IST HOMES I 1 C BLVD. l:e P LOC. .TEP, ALLS ODCL N0. _E 981E-04 TVLV1,836" 1T 15-03 1 —A2 REVISED— A�Z,:21 GC)k3% GE 681F toohi - A836 SO. FT. 3o� �rl Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 9/2/2003 FOOTER SIZES WIND ZONE I WIND ZONE II - SINGLE - DOUBLE - TRIPLE - HIGH PIER - SINGLE - DOUBLE - TRIPLE V -DRIVE & PIER SYSTEMS SOIL CLASSIFICATION CONCRETE INSTALLATION 9 10 11 12 13 14 15 16 17 18 & 19 COMPONENT PARTS AVAILABLE UPON REQUEST RELEASE DATE 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 8P, Thi Approval WANWAC MED HOME/MOSB.B HOME FOUNDATION SYSTEM IMALTH AND SAFETY CODE, SECrWN IKSR APPROVW IUWRCr TO CORRF=ONS NOTED AMWAL DOES NOT AUTHORIZE M AMOVE Mn OMISSIONS OR DEVIATION FROM REQUIREMENTS CM APPLICABLE STATS LAWS AND UGULAT OM State of CAMM" H win and Comwdt, Dewlepa" CODES AND STAN DAM Ts d / PluApproW E*ne-7 77 4La 9 FACC-C-s 1 103 r - L M O N O O INDEX PAGE SECTION NUMBER INTRODUCTION 2 GENERAL INSTALLATION 3 PARTS LIST 4 & 5 LONGITUDINAL DEVICES 6 PIER HEIGHTS 7 SET-UP INSTRUCTIONS 8 FOOTER SIZES WIND ZONE I WIND ZONE II - SINGLE - DOUBLE - TRIPLE - HIGH PIER - SINGLE - DOUBLE - TRIPLE V -DRIVE & PIER SYSTEMS SOIL CLASSIFICATION CONCRETE INSTALLATION 9 10 11 12 13 14 15 16 17 18 & 19 COMPONENT PARTS AVAILABLE UPON REQUEST RELEASE DATE 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 9/2/03 8P, Thi Approval WANWAC MED HOME/MOSB.B HOME FOUNDATION SYSTEM IMALTH AND SAFETY CODE, SECrWN IKSR APPROVW IUWRCr TO CORRF=ONS NOTED AMWAL DOES NOT AUTHORIZE M AMOVE Mn OMISSIONS OR DEVIATION FROM REQUIREMENTS CM APPLICABLE STATS LAWS AND UGULAT OM State of CAMM" H win and Comwdt, Dewlepa" CODES AND STAN DAM Ts d / PluApproW E*ne-7 77 4La 9 FACC-C-s 1 103 r - L M O N O O 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. �Xomal 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. (0 m a 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. R. 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. �x C 'k Page 4 California 9/2/03 Vector Dynamics Foundation Systems Longitudinal Component Parts List Page 5 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 tension brackets, 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) xi California 9/2/035 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 1. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 per system) 4. Tie Bracket (2 per system) Combine Vector Dynamics & LSD _ 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 I I I I I I I I I I I I I 1 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 I Triple Section -- -- Wind Zone I Tag Section 48 Ft. Max. California No � 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". �X ..k Page 7 California 9/2/03 Set -Up Instructions for Vector System #59018 Long U-0 1. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or hammer 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, rest- ing on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to outside of pads. Page 8 D y 4. Inside brackets & 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 opposite I-beam & down to outside tension bracket. Cut strap 12 -15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. �x <E -am Califormia 9/2/03 rn z. n w 0 co WIND ZONE I, SEISMIC ZONE 4 Vector Dynamics Systems Required for Single Section Homes (Materials Required) Note: L.S.D.= Longitudinal Stabilization Device See Page 6. Soil Classifications: Soil Bearing Capacity: Anchors Required: 3 0•r 4 HP 2K max.,gp- �� NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' 2, 3, 4A, & 4B instructions and/or state requirements. 1,000 PSF minimum 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties Home Length Vector Systems Anchors Required 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: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) w CD 0 WIND ZONE I, SEISMIC ZONE 4 Vector Dynamics Systems Required for Double Section Homes ,me (Materials Required) _ , _ - - _ _ _ - - ' " ' ' 1e se°��0n V dou h° - , --' ?b _-- e °f ` 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 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": 4A, & 4B PSF minimum (*Marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required Anchors Required Per Side L.S.D. 0to40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4 0 4 85' to 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: CD 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 n manufacturers' instructions and/or state requirements. w 0 Tag or --,--T full triple 0 W 2 sq. ft. pad 2 sq. ft. pad 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 0to48' 2+2 on Tag 0 2 1 49'to71' 3+2 on Tag 0 WIND ZONE I, SEISMIC ZONE 4 ; . , - - " " " _ _ ect;on horns ems' 72'to84' 4+2 on Tag Vector Dynamics Systems Required for - _ - ' - - ' ft mV1t% Sfo� vecto 2 Triple Section Homes _ _ - �- ., - �e of a feral spac`"9 , 2 (Materials Required) . ' - _� - EXaonphows 9e S NOTE: CD 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 n manufacturers' instructions and/or state requirements. w 0 Tag or --,--T full triple 0 W 2 sq. ft. pad 2 sq. ft. pad 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 0to48' 2+2 on Tag 0 2 1 49'to71' 3+2 on Tag 0 2 1 72'to84' 4+2 on Tag 0 2 2 85'to90' 5+2onTag 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) C') w 0 WIND ZONE I, SEISMIC ZONE 4 (High Pier Sets) Vector Dynamics Systems Required for Double Section Homes (High Pier Sets with Diagonal Ties) , _ - - _ ' " home - -- a sectio-- ; �, doubt - , ---ie o .. s 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 7Max.ht UnitWidth 7 cfl R N 8p x 1 -Beam (A3 Spacing R2 sq. ft. pad r as Min. 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' 1 5 1 5 1 4 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: 30" with 24' helix anchor (59095), 12" stabilizer plates (59292) 1-1/4" frame tie with connector 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) co CD W u 24" N wr WIND ZONE II (not to scale) 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 Vector Systems, Required Anchors Equired LSD per side 0 to 48' 3 WIND ZONE II, SEISMIC ZONE 4 (Hurricane) 5 6 2 61" to 72' 6 Vector Dynamics Systems Required for 73' to 84' 7 8 2 85' to 90' Single Section Homes 9 2 (High Pier Sets with Diagonal Ties) sec�eco �ys ansa\g�%de\`nes u of a�2�a s980ing nsa\\at�onm EXampshONsge\,s betOh m --- Vauon ao\ng a Pads k co CD W u 24" N wr WIND ZONE II (not to scale) 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 Vector Systems, Required Anchors Equired LSD per side 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 2 m W9. 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. 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) n w 0 A WIND ZONE II, SEISMIC ZONE 4 - """ Vector Dynamics Systems Required for - , , - - _ - ' ;Se�t�ec V%00 om a IRS -a\ g'ide%ine5 Double Section Homes - ,,0e r t n NOTE: Vector Systems should be spaced as symmetrically as possible along the length i home. Pier spacing must be consistent with manufacturers' instructions and/or state req Maximum allowable working drag load for ti System with steel compression strut is 4,001 the K2 Engineering test report. _ Or sou bearing uapaciry: Anchors Required*: i,uuu rsr minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min Home Length Anchors Equired per side Vector Systems LSD Required 0 to 48' 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) w cc CD NOTE: 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 or'i• Soil Classifications: 2, 3, 4A, & 4B fUII tl"1r 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+2 on Tag 4 2 1 . TV 4+ 2 on Tag 6 3 2 72'to84' 4+3onTag 7 .WIND ZONE 11, SEISMIC ZONE 4 85'to90' 5+3onTag 8 3 Vector Dynamics Systems Required for e \ \ `� Triple Section Homes - ' " - ! ' ',e�to om teens' ` (Materials Required) - - - " seot� - - ' " ro it M011 119 for - c=---- - tnP\eofiaera,sPa gel,- \ . \ _ EXa ows Shr \ d n4�V am, ics w cc CD NOTE: 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 or'i• Soil Classifications: 2, 3, 4A, & 4B fUII tl"1r 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+2 on Tag 4 2 1 . 49' to 71' 4+ 2 on Tag 6 3 2 72'to84' 4+3onTag 7 3 2 85'to90' 5+3onTag 8 3 2 Each Vector System requires one of the following: 1-44 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 -Di 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 on/v 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. =c-f2/03 � 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 lk- - = " � _ 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 Engineerjamiliar with site conditons ---W Page 17 California 'U' 9/2/03 Vector Dynamics System for Concrete Applications 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. 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. 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 c :, 9/2/03 Vector Dynamics System for Concrete Applications Gror .� Instructions 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 Twc Inside Tie Bracket Compressio boards or PVC Pipe Page 19 California Vector pad for concrete Concrete footer c 9/2/03 �» �� r r -- �� CGS FOR 7 Urgent A.M. DATE TIME P.M. While You Were Out M OF PHONE AREACODE NUMBER EXTENSION TELEPHONED PLEASE CALL CAME TO SEE YOU WILL CALL AGAIN RETURNED YOUR CALL WANTS TO SEE YOU MESSAGE SIGNED 9711 s -4q._ (o BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecou net/dds **PLEASE PRN CL Y** APPLI ANT IGNATURE 7-7 X For_office use only: OWNER Last Name 0 iame �. Address _ L l o City ie Stat4j Z i PhA 1) Phone Fax Fax E-mail State License Number APPLI ANT IGNATURE 7-7 X For_office use only: ARCHITECT/ENGINEER Name V 's l � V j1_ I (;�'L & l^ Address ® v7Q c City {�C State Zip Phone ziq S �t Fax E-mail Fax State License Number APPLI ANT IGNATURE 7-7 X For_office use only: APPLICANT NAME Name V 's l � V j1_ I (;�'L & l^ Address ® v7Q c Map Book {�C City (9.t IT l� state�a ziq S �t Phone U Fax E-mail APPLI ANT IGNATURE 7-7 X For_office use only: Zoning s Flood ZoneSRA e No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: J OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of PERMIT NO. BIN # LOCATION /'jp0 1 q0 '©3 Property Address 2--p-0 oss St et WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worke•'s compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: aL � S Sq. Footage ❑ 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 oae year after the date of application. In order to renew action on in application after expiration, a new application, plans and fee will oe REQUEST FOR REFUNDS Refunds can only, be made upon written request by the person wbo 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 rut refundable. Received by: Amount: c;Z [ - q(F' Bldg SRA Receipt #: Sheriff SMIP Other Date:^ �o V Lf 1 Total REV SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a pq rmit. INCOMPLETE—SUBMITTALSK WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN IN Q 1. Site planU3 r ets, signed by the preparer of the plans. No graph paper! 2. Complete planU33 r 4 sets, signed by the preparer of the plans (No graph paper!) OR J Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 3. Engineered truss details and layouts in duplicate (if required). No faxes! 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. - . ❑ 7. Metal b►dgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees,. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET Remain�9 items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable O�6. 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........................................................................ p�0 Fees as shown on the attached Schedule of Fees Due Sheet..t ........................... ❑ 21. City of Chico Plumbing permit........................................................................ ❑ /22. Site plan and business license approval from the Cilf-Biggs .............................. N" =w California Department of Forestry Ian approval Rpaid. Sent by: L -�5 24. Planning approval for (A) Use: �(B)Parking: (C) Parcel Check:.:A,.,... ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form ..... a....................................................................................... ❑ 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 .......................................... O .3S Owner -Builder Verification ( -Given to owner, _Mailed to owner) ..................... o 6(Letter of Signature authorization................................................................... Recorded copy of Agricultural Acknowledgment Statemenl................................. ❑ 33. Existing violations and/or*expired permits......................................................... ❑ /CR Deed Restriction...................................................................'................... P [� b} L•e aldescription, ❑ M.H. Title, title search, registration o MCO. .... ..!. ....��re .. W' ❑ 36. Other: ❑ 37. Other: When issued Telephone : 10 - and hold for pickup. I have been in�o-r_m.ed_of the a ove i eras and requirements for obtaining a building permit. , _ Applicarrj :: C'-/ Date: 5' 2fir. 1. Index permit appticatio or the a veite s numbered: Plan Check Letter 2 itional items required Contrac o designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: J ZZMra-c-to-, designer, owner, was advised of the above data by O phone, ❑ mail, ` ❑ counter, by Date: Contracto designer, owner, was advised of the above data by O phone, O mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: - �- Structural reviewed by Date: Structural approved by: _ Date: Note transfer by: Date: Yellow: Building Division C OWNER: I - ASSESSOR PARCEL NUMBER Proposed Building Use: V, hermit Technician: Date: Items required in order to apply for a permit. I boxes MUS be checked OR marked NA in o r 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. O 7. 8. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. i Manufactured homes Installation manual, including marriage line infSoE loor PIaO�.Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ r 12. Hazardous Material Form 1P 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remain�9 items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable O�6. 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........................................................................ p�0 Fees as shown on the attached Schedule of Fees Due Sheet..t ........................... ❑ 21. City of Chico Plumbing permit........................................................................ ❑ /22. Site plan and business license approval from the Cilf-Biggs .............................. N" =w California Department of Forestry Ian approval Rpaid. Sent by: L -�5 24. Planning approval for (A) Use: �(B)Parking: (C) Parcel Check:.:A,.,... ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form ..... a....................................................................................... ❑ 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 .......................................... O .3S Owner -Builder Verification ( -Given to owner, _Mailed to owner) ..................... o 6(Letter of Signature authorization................................................................... Recorded copy of Agricultural Acknowledgment Statemenl................................. ❑ 33. Existing violations and/or*expired permits......................................................... ❑ /CR Deed Restriction...................................................................'................... P [� b} L•e aldescription, ❑ M.H. Title, title search, registration o MCO. .... ..!. ....��re .. W' ❑ 36. Other: ❑ 37. Other: When issued Telephone : 10 - and hold for pickup. I have been in�o-r_m.ed_of the a ove i eras and requirements for obtaining a building permit. , _ Applicarrj :: C'-/ Date: 5' 2fir. 1. Index permit appticatio or the a veite s numbered: Plan Check Letter 2 itional items required Contrac o designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: J ZZMra-c-to-, designer, owner, was advised of the above data by O phone, ❑ mail, ` ❑ counter, by Date: Contracto designer, owner, was advised of the above data by O phone, O mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: - �- Structural reviewed by Date: Structural approved by: _ Date: Note transfer by: Date: Yellow: Building Division ?Pq 65-- 13 qc� 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 c--� OWNER 1 e (I a A.P. # (�/n 2 rl' f 96-0- A� L PROPROSED BUILDING USE X/64,) �'yl ,� DATE RECEIPT # DATE REC. (� 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- FEMA Flood elevation review ... $ ' --- Additional plan checking Fee.... $ t/ 2. SCHOOL DISTRICT FEES (paid at School District Office) (oorm available after Plan Check) �J 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)... X $0.03 = $ Sq.Ftg. D 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) —Z 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ 3�J / 2, y2. CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE 204.98aid at)Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building �Dy) ivision 8. SMIP �1 f / 3 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 durin ern checl mg proce(57? APPLICANT DATE ZCo 21� 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) NOTES. RESIDENTIAL 027-140-037 05-1393 PERMIT NO. PERERIA, FRANK --SPURRAVEN, OROVILLE Cont: GEORGE CONSTRUCTION MH PERM FND SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature = OK =Not OK = Not ReaApplicabley MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity, Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft1 P LPG 7. Well Clearance & Disconnect 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 Date Card B-1 Date Cana B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Stze-Spacing-Marriage Une 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn., Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men-Uning 4. Elec.; Receptacles and Ughting, Distance-GFI 5. Elec.; Pool Ughting; 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 Appricable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Gmd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htn; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Cana 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 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or AI Insulated Neutral 0 Yes 0 No 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 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac: Truss-Shting: Rtng. 49. Fireplace Ties or Type 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 -Botts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows; Date Card B-1 Date Card B-1 Date Cana 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. Dud in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following Instld"ve 0 Yes 0 No/Walks 0 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. Fre 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: 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. 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. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform K 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 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac: Truss-Shting: Rtng. 49. Fireplace Ties or Type 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 -Botts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows; Date Card B-1 Date Card B-1 Date Cana 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. Dud in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following Instld"ve 0 Yes 0 No/Walks 0 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. Fre 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: z::)P- � a S -�) 1 re rl) 73 rp �7—cz - Li c 3 - J O ` � r f. L SITE PLAN REVIEW APPLICATION Date: rZ _ QU� AP# lo.Cx Permit Number (if applicable) Q m) )�, 11 . APPLICANT EVORMA TION Owners Name: " - &!!s Address: Telephone No.: Parcel Size: Situs Address: Proposed Use: R idential ew Single Family Residential Single Family Addition ❑ Single Family Remodel - Mobile Home f 3 jj /o�--/,yl .�- µ ❑ Residential Accessory _ BUTTE ❑ Permanent Second Dwelling COUNTY ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer DEC 0 12004 ❑ Multi -family DEVELOPMENT SERVICES Non-residential ❑ New Commercial + ❑ Commercial Addition ❑ Commercial Remodel ❑ 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 INTORMATION (For Staff Use) Approved ❑ Conditionally Appro ed 'esolve Problems Prior to Approval ite Plan Stamped Approved Rv �„ ��'�O�.11i1 Date 1oz41&q r . ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See a ched) • Flood Zone: • Flood Panel No.: 01.40 7 G / Index Date: QO ❑ Sacramento River Reclamation District (Approval must be obtained from the alif rnia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements). ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit El Minor Variance El Variance ❑Administrative Permit ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: - — aP e - Applicable Building Setbacks: S,L. Zoning Code Streets & Highways Fire prevention Subdivision Map Front c201 Side 5'Pu.E.t�o � 30 Side Street Rear s i 0 Height Waterway N/A N/A too ❑ Setbacks drawn on site Plan, ❑ CDF approval needed for encroachments into SRA setbacks. S,L. Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees ❑ Water Tender= ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time: of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: El No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ "°es Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements H Subdivision Map/Parcel Map: Map Date of Recording: :2Z7�Y- Lot: .21 ❑ Use Permit/lyiinor Use Permit Permit Number: -O M. Date of Approval: Page, -3 ;� 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 U 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the.. time of review. 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I-0'O� rrrJ, Bd'DOd $� d'o a.'K,1ROOt iy7s�T N Mq U 1 N 1 � V• 40 •• t0. % 4 alai Y00 .V7p1%W1'Wd•d p �_ a.....VOd1 TV �� 0a�9 �� ,0000/ 9.0SAP./sN \�t` � ev•o,ywf or �C9�r+ ib �r4 �0'dl ~ai z 'S03m0 ,Y7vylat damsn7oa7amv spdmv adnvlvn (a •,tlNnoo d11ny of NO/10)/a30 LOl U3d31f0,1 y3d9N Bdp aNp 5!/aadN/CKM&"91/d61ad dd0 .491.1/ 71.117 7/761/AY ONO A;09&w C//VPI S09d9N/ d% Al/VdiVdbO'd7/7i'0d dA7b✓I77a4-1vO1ydmp 'd n d UNp M/m, 0H 037dy07 57378pd /YMO//" NO3mdN dnl YO 6N0/1 mad db0//1 & : id10/Y BUTTE COUNTY Envirar i-5101811 "Oaa t1 AGRICULTURAL BUFFER NOTIFICATION AND/OR UNUSUAL CIRCUMSTANCES REQUEST (�0� 3 � �d� C-nntcr Drive I'`I i�. Ca Butte County requires a 300 foot buffer between neighboring agriculturaleria`t�dns and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Orovillee,,CA (530) 538-7601 Name: 64 / Phone:q& `" 7 Mailing Address: % r, E -Mail address Assessor's Parcel Number: Reason you believe you qualify for the unusual circumstances exception: �L or AuthoYized Agent's sign � �5/C117 M, �•�i�77.10 I Date UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form p Q S to Refer to the Site Plan Submittal handout for specific requirements Gl v_ O7 ............................................................................................................................... rnaI Dept. Contact nfo: W3 GY Env. Health ❑ Pi in uilding Ot C ntact Person: tf r✓�d Phone: _ ......................................................................................................................................................................................... For Agricultural Commissioner office use only: (to be completed after submittal ) DISCRETIONARY PERMITS (Planning) MINISTERIAL PERMITS (Building) ❑ Exception Recommended ❑ Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: Agricultural Department Signature: Date: YMC 7/1/03 0 ,UTrr o C c o _ c pc0 U N' � �Uo W . Department of Michael Crump, Director Public t' B U t ork5 LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Dri je Oroville, CA 95965 (5.30) 538.7266 (FAX) 538-7Y71 National Pollutant Discharge Elimination System (l.PDES) Phase it Construction Storm Water Permit and Storm Water P€ llution Prevention, Plan (SWPPP) Acknowledgement Project Description: A -1W iMac Project ]Location and/or Parcel Number: A I o�7 By signing below,1, the project owner/owner's agent, certify that this project WELL NOT DISTURB Cp 1 acre -or more.of land and that 1, therefore, do not need to apply for a Construction Storm Water Perneit from the State of California Regional Water Quality Control Board. Phased projects that contar multiple site build -outs of less than one acre but when combined with subsequent phases total mc re 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 pemaits or ofaer sanctions provided by law. Signed: Title: Date: Butte County DeparLrnent of-Developnelit Services 0 "1 ". ° 7 County Center Drive o o Oroville, CA 95965 ° 1` ` ° (530) 538-7601 Telephone ° -. s..o ° (530) 538-7785 Facsimile c0UN �y BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: o I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I an: required to bring the approved Environmental Health site plan and approved sanitath9n clearance to the Building Division as soon as clearance is obtained e I am responsible for notifying Development Services, in writing, to stop processing of ahe application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, ,as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or r Lire submission of amended building plans to the Building Division. Once the plans examination pro=ss begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agricul_ure buffer zones, and habitat/species). Please print: Applicant Name: APN: !�i ©Z 7 y �/ ^ ® 37 Building site address: � `� `(� )�' Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGN E-OAPPLIC DATE Copy to Applicant/EH/File K:Fonns/B1dgPennitwithoutClearances 020705 VOL L-A%a C, 4M� BUTTE COU I %ILDING lelp PERFORMER SERIES GE 681F P P R OiV FOJR BEDROOM, TVJo BA7K FNALY ROOM - IB36 SO. FT. pa P, ❑0 PIER FMIING SIZE REWIRED (,50. Try.) pIER cn F00TING SIZE REOUIRED (50. 1N) PIER VLLn FOOTING SIZE REOUIRED (SO. IN.) PIER N0.�) 1000 PSF 1500 PSF 2000 PSF N0. O S 10ITY i00 PSf 1500 PSF 2000 PSF Nu. (LBS.) tODO PSF 1500 PSF 2000 PSF N0. 1 2000 288 192 144 3 ,000 576 384 288 5 6000 864 576 432 7 2 2500 360 240 180 4 5000 720 480 360 © 8000 1152 768 576 8 13'-8' CARPET LAYOUT STANDARD CARPET 0% ROOM FAMILY ROOM MUSTER BEDROOM/RETREAT BEDEODMS 11, 13 h 14 HAL 19/ OPT. OL4MOUR BATH ADD t 1'-0. UF - OPTIONAL CARPET MASTER 8ATH PSF DIHD.G ROOM WEST BATH SCRAP FOOTING SItE REOUIRED (SO. IN.) 1000 PSI tSOU PSF 2000 PSF 1440 960 720 1728 1152 354 ® (BEARING WALLS) (CLEAR SPAN) OON ACIFIC BLVD. 7321 31 PHane BiWt fozEST HOMES RP & PIER LOC. VAL DRAWING BY : S FINSTER NAIL• .• OR B- 8' WALLS MY MODEL H0. GOLDEN ESTATE GE 881E-04 T 1,f13G 10 14-03 71 _A2 RE1I5ED— Golden West §ft HOMES INSTALLATION MANUAL Last Printed: PPROVAL ce ,UJ LDI & h� FETY0 M"rND �.DR 020 d cL g n - * GOLDEN WEST HOMES IS A REGISTERED TRADE NAME OF HBOS MANUFACTURING, LP . INSTALLATION MANUAL ROOF DESIGN LOAD ❑ 20 PSF ❑ 30 PSF ❑ 40 PSF ❑ 60 PSF 1-180 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 3100 N. Perris Blvd. Perris, CA 92571 (909) 657-1611 r. ALBANY DIVISION 2445 Pacific Blvd. S.W. Albany, OR 97321 (503) 926-8631 TABLE OF CONTENTS Forward Federal Preemption Preliminary Preparations Structural Loading Requirements Setting Single Wide or "A" Section of Multi -Wide Home Mating of Additional Sections of Multi -Wide Homes Utility Hook Up Final Close up and Inspection Ventilation of Underfloor Area Ground Cover Vapor Barrier Dryer Ventilation, Smoke Alarm Testing Support Plans, Pier Supports, and Footings Foundations Open Slatted Decks Site Built Structures Site Installed Ground Mounted Evaporative Coolers Basement Designs Site Installed Gas Range Support Plan Diagrams: Single Wide Double Wide Triple Wide — Longitudinal Tag Unit Triple. Wide —Transverse Tag Unit Four Section Home - "T" Model Page 1 .. 1 2 2 3 3-4 4-7 7-8 7 7 8 9-10 11 11 11 11-12 12 12.1 13-17 13 14 15 16 17 Tables: Table I Support Schedules (Chassis & Perimeter Support Piers) 18-23 Table II Ridge Beam Support Schedules 24-28 Table III Mating Line Bearing Wall Support Schedules 29-31 0' Y Drawings and Details: Sheet Support Plans - Outset Floor & Recessed Sidewall .......................... S-5 Support Plans - Porches & Fireplaces ............................................... S-6 Support Plans - Porches & Decks ..................................................... S-7 Pier & Footing Support Details.......................................................... S-8 Floor & Roof Close -Up Details - 3:12 Roof ........................................ S-10 Roof Close -Up Details - 4:12 Roof ........:........................................... S-11 Alternate Floor Connection at Mating Line ........................................ S-12 PlumbingDetails................................................................................ S-13 MechanicalDetails............................................................................. S-14 ElectricalDetails................................................................................. S-15 Wall & Roof Close-up Details............................................................. S-16 Wall Close -Up Details........................................................................ S-17 Transverse Tag Interconnection Detail S-18 Tag Unit Deck Railing S-19 Typical Tiedown Details..................................................................... S-20 Longitudinal Tiedown Details S-21 Roof Close-up Applications - Tag with Standard Gable .................... S-30 Roof Close -Up Applications - Alternate Valley .................................. S-31 Add -On Eave Details......................................................................... S-35 Roof Close -Up Applications - Vent Pipe at Ridge ............................. S-40 Fireplace & Chimney Installation....................................................... S-41 Site Built Garage / Entry - Plan Diagram ........................................... S-50 Site Built Garage Roof Framing......................................................... S-55 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 "i FORWARD This installation manual contains specific instructions that must be strictly adhered to in order for the home to perform properly. These installation procedures must be performed by an experienced installer who has carefully read and understands all aspects of the installation instructions. 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 first, who will refer you to the factory if he is unable to offer assistance. 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 of the U.S. Department of Housing and Urban Development. This standard is more commonly referred to as the "HUD Code". Individual states, counties, and cities shall have no authority to establish standards regarding the construction or safety of a manufactured home which are not 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. Philip W. Schulte at the Department of Housing and Urban Development (H.U.D.) at (202) 755-7420. Mr. Schulte is the Chief of the Compliance Branch for the Manufactured Housing and Construction Standards Division. 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 prior to setting up the home. 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 the roof and wind load requirements established by the local jurisdiction (see "Structural Loading Requirements" below). STRUCTURAL LOADING REQUIREMENTS The structural installation requirements vary for each climatic zone or region in order to compensate for variances in roof snow loads, wind loads, and soil bearing conditions. The local authority having jurisdiction may place special load requirements for the manufactured home which differ from the H.U.D Standards for a particular region. In all cases, the local authority must be contacted for their specific structural loading requirements. Make sure the manufactured home design meets the specific load requirements at the location where it will be installed. Each home is designed and constructed to accommodate the roof live load as checked on the first page of this manual, either 20 psf, 30 psf, 40 psf, 60 psf , or 80 psf and a horizontal wind load of 15 psf. The home's "Data Plate" must also have a checkmark next to the appropriate roof and wind loads which should coincide with the loads identified on the first page of the manual. The roof load that is checkmarked on the data plate does not necessarily dictate the required support requirements. Rather, it only indicates the maximum roof load zone that the home may be located. All homes must be supported consistent with the local roof load zone where the home is to be set. 2 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 ° angle to the ground and jack the "B" section against the "A" section. 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 beneath home if desired. 6. Insert 1/2 bolts through mating angles at outrigger ends starting from the front crossmember. See detail "D" on drawing S-10. These bolts also serve to electronically bond the chassis. On homes where mating angles are not 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 to bring the ceilings flush and, starting at the front of the home, secure roof sections 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 maybe used. For greater roof loads use only 1/2 diameter bolts. Once the ridge beam halves are properly attached, remove the temporary 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 piers from front to rear and side to side using a level on the inside floor to assure that a final level position has been 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 S-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 by HBOS MANUFACTURING LP. See drawing S-13 detail "A" or "B". Crossovers shall be the same size as the pipes in the home at the crossover point. 2. Hook up waste line crossover when required with approved connector. See drawing S-13 detail "D". Assure all drain lines have proper slope (fall) of 1/4 minimum per foot toward outlet (1/8 minimum per foot if factory installed 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"). n 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 home in the vicinity of the water supply inlet. Note: The heat tape used must be listed by a nationally recognized testing laboratory for use with manufactured homes, and installed in accordance with the manufacturer's instructions. In mild climates subject to only occasional below 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. Hook Up Gas Line To Service A. Use a gas supply connector listed for manufactured homes and rated according to the label attached to the home at the gas 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". 5 7. IJ a Complete electrical hook up and installation of light fixtures shipped loose for interior and exterior of home prior to turning on service. Warning: Do not turn on breaker to water heater until tank is full of water. Complete electrical crossover(s) at mating line between floor sections. Each crossover will consist of a length of 1/2 flex conduit with conductors on one floor section and a junction box with cover plate on the other floor section (see drawing S-15 detail "A". All splice connections shall be made with wire nuts. Always replace cover before turning power on. Complete electrical hook up from manufactured home to service. For 100 amp service or larger, 4 splice connections are required in the junction box (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 FAI Conductor 1 AI Neutral Al G*THW Conduit 100 am No. 1 THW No. 1 THW No. 1 1/2 125 am No. 2/0 THW -4 No. 1/0 THW No. 1 1/2 150 am No. 310 THW No. 1 /0 THW No. 2 200 amp No. 4/0 THW No. 2/0 THW No. 2 10. Complete electrical connection for air conditioner where required. The circuit for an air conditioner terminates in a junction box without a receptacle. The conductors shall be spliced with wire nuts or other approved devices. See table below for wire sizes. A disconnecting means shall be provided which is located within sight of the controller location. Air Conditioner Size 3 Ton Wire SizeConduit 8/3 Size 3/4 3 1/2 Ton 8/3 4 3/4 4 Ton 8/3 314 5 Ton 6/3 3/4 11. Hook up duct crossover(s) beneath home for down flow heating systems. See drawing S-14 and model specific heat duct diagram shipped with the 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. Floor undersheathing (bottom board): The sheathing covering the bottom of the home is special material that is either vinyl coated or asphalt N. 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 at 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 inspection: A. All drawers and doors for proper alignment and fit. B. Floor tile, counter tops, marble, fiberglass, paneling, exterior finish, 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. E. In the absence of a "sound" , install a replacement smoke alarm and 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;' SUPPORT PLANS, PIER SUPPORTS, AND FOOTINGS In order to properly set up and install the manufactured home according to the pier support plans and schedules, the following information must be known in advance: 1. 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 soil bearing capacities of either 1000 psf, 1500 psf, or 2000 psf. Refer to soils report or check with the local building authority for the proper soil bearing 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 the 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 continuous 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. 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: For justification of mating line supports, refer your local authority or building inspector to Table II and Table III of this manual. 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 designed by a licensed professional engineer or architect and the installation approved by the authority having jurisdiction. 10 FOUNDATIONS The support system(s) shown in this manual (piers, footings, and anchoring devices) comprise the minimum structural requirements for supporting 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 skirting or foundation wall should be installed to follow the exterior wall of the 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 (garage, porch, awning, etc.) adjacent to the manufactured home provided the attached structure is 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 loads uniformly 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 11. • 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 a basement design that has been engineered and sealed by a professional engineer.' Basement 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) must provide proper support for the home based on the loading and spacing requirements specified in this manual. UNDER NO CIRCUMSTANCES SHALL THE MAIN CHASSIS BEAM SUPPORTS BE SPACED MORE THAN 12 ON CENTER. GOLDEN WEST WILL NOT WARRANT AGAINST ANY PROBLEMS ASSOCIATED WITH FLOORS IF THE 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 II & III in this manual. This home's electrical, mechanical and plumbing systems shall not be tapped into or altered in any way, nor shall the floor framing and chassis system be cut 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 manufactured home for support. Guardrails and handrails at the basement access location shall be installed on site and shall be 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 a cooking range. The metal hood and cabinet protection required by 3280.204(a) 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. A gas riser will be installed at the range space and capped off to accommodate the future installation of the range. A tag shall be placed next to the riser indicating the size and maximum BTU rating of the gas line. II. SITE INSTALLATION INSTRUCTIONS The range shall be installed in the space provided in accordance with the range manufacturers 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 system shall be pressurized to 1/2 psi. (8 oz.) and the tested for leakage using soapy water or bubble solution. 13 open, the gas piping appliance connections 11'-0' TYPICAL r2'—o' MAX. rboym SPACING. (T�•) D O J[24* LCHASSIS MAIN BEAMS (r MAX (TYPICAL) (•) z fO �.I i 1 I 68sS8 I OPENING 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 1) SINGLE WID NOTES: 1 OVER D48" AIDE PER PER SUPPORT SUPPORTBLOCKING TABLE. FOREACH 20 SIDE PSFOROOFFDOOR LOADS, OTHER OPENINGS USE 30PSF PER SUPPORT TABLE. LEGEND:- N=CHASSIS SUPPORTS PER "TABLE I SUPPORT SCHEDULE". N =PERIMETER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". I -TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 13 2 D a I V-0' TYPICAL . ( "-0' FOR 6/12 ROOF) TIEDOWN SPACING MAIN BEAMS MATING UNE RIDGE BEAM CLEAR SPAN RIDGE BE&M 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) 24' MAX. (TYP•) %-,I% I r L -MI -A — UUUtSLt WIUL NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN S-0". 2. 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. LE END: VVFESSIOpA N =CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". 5����� �pSEPy ! f E =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". �P c RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C04 077 m —REFERENCE "TABLE II RIDGE BEAM SUPPORTS SCHEDULE. ®=MATING LINE BEARING WALL PIER SUPPORTS Ev, 3-31-2004 PER "TABLE III — SUPPORTS AT MATING LINE" SCHEDULE. CIVIL 1 =TYPICAL TIE—DOWN PER SHEETS S-20 & S-21 EOFCAUfOR��� 14 TYPICAL PERIMETER SUPPORTS (NOT — REQUIRED FOR 20 PSF ROOFS) 1.—O' MAIN BEAMS MATING UNE RIDGE BEAM CLEAR SPAN RIDGE BEAM CLEAR SPAN MATING UNE BEARING WALLS ABOVE (TYPICAL) ATING UNE RIDGE BM. CLEAR SPAN MAIN BEAMS 0' MAX. . 24' MAX. (TYP.) ING PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) RIDGE CRICKET RIDGE SLOPE OF ROOF LONGITUDINAL TAG ROOF DIAGRAM LONGITUDINAL rAG SUPPORT PLAN - TRIPLE WIDE - LONGITUDINAL TAG UNIT NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN S-0". 2 RIDGE BTOArTABOLESMN ANIDRIII FORORT SUPPORT�CAPACITY AND REQUIREDONS VARY WITH EACH DIVIDUAL FOOTING ARE PLAN. OENINGS 3 OVER PROVIDE 48 PERIMETER WIDE- PER PIER SUPPORT SUP ORTKING AT EACH TABLE. FOR 20 IDE PSFOROOFOR OR LOADS.USER30PPSF PER SUPPORT TABLE. LEGEND: N =CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". M =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE" m -RIDGE BEAM REFERENCE "TABLE COLUMN PIER SUPPORTS PER NOTE NO. 2 ROVE I RIDGE BEAM SCHEDULE. _MATING LINE BEARING WALL PIER SUPPORTS ® PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. l =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 15 s D ,o i2 s 3 io 1 M TYPICAL PERIMETER SUPPORTS (NOT - REQUIRED FOR 20 PSF ROOFS) MATING UNE BEARING WALL ABOVE (TYPICAL) 11'-0' TYPICAL TIEDOWN SPACING BEAMS MATING LINE IDGE BEAM CLEAR SPAN RIDGE BEAM CLEAR SPAN PERIMETER BLOCKING REQUIRED -CHASSIS MAIN AT EACH SIDE OF DOOR OR OTHER BEAMS (TYPICAL) OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS.SSEE NOTE 3) ATING UNE L CHASSIS MAIN I BEAMS (TYPICAL) 1 I PIERS AT EACH END OF MAIN BEAM ON TAG UNIT ONLY. 5000/ PIER/PAD O 20 PSF 2500/ PIER/PAD O 30 do 40 PSF 2500/ PIER/PAD O 60 & 80 PSF 27' (/ 3000/ PIER/PAD O 20 PSF I 5000/ PIER/PAD O 30 PSF 8000/ PIER/PAD O 40 PSF 8000/ PIER/PAD O 60 PSF 10.000/ PIER/PAD O 80 PSF TYPICAL AT ALL (4) CORNERS: AD 0 30 PSF 6000#' PIER/PAD O 40 PSF 6000/ PIER/PAD O 60 PSF 8000/ PIER/PAD O 80 PSF (NONE REQUIRED O 20 PSF) RIDGE I , RIDGE SLOPE OF ROOF TRANSVERSE TAG r2'-0' MAX. NP) 24" MAX. (M'•) ROOF DIAGRAM TRANSVERSE TAG SUPPORT PLAN - TRIPLE WIDE - TRANSVERSE TAG UNIT NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN S-0". 2. 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. LEGEND: =CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". ���0 00fESS10N� �OSEPy� =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". m __RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE 42 REFERENCE "TABLE 11 RIDGE BEAM SUPPORTS" SCHEDULE. C042077 ® =MATING UNE BEARING WALL PIER SUPPORTS * E)q• -V-31-2444 PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. CIVIL. 1 =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21. fOFCAUli � 16 • 1 UNIT WIDTH UNIT WIDTH s 13'-6' MAXIMUM 13'-6' MAXIM EACHDOUBLEDOUBLE WIDE SECTION OF 'T' MODEL MUST BE INDIVIDUALLY SUPPORTED PER THE 'SUPPORT PLAN FOR DOUBLE WIDES' INSTRUCTIONS. HOWEVER. TIEDOWN ANCHORS ARE NOT REWIRED AT THE MATING UNE BETWEEN THE TWO DOUBLE WIDE SECTIONS AS SHOWN BELOW. I TYPICAL PERIMETER '-O' MAX!y SUPPORTS (NOT (TYP.) REQUIRED FOR 20 PSF ROOFS)! i; �Z^ % O r T a= wco PERIMETER BLOCKING REQUIRED I x AT EACH SIDE OF DOOR OR OTHER a < OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) N" I SUPPORT PLAN - FOUR SECTION HOME - I MUUt-L Iml NOTES: - 1. T S:1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE REFER BEAM TO TABLES11ANDRSUPPORT III FOR SUPPORTTIONS VARY CAPAC TY ANDHEACH REQUIREDDIVIDUAL FOOT NG AREA.OPLA, 3. VEER D48" IIDEEPER PSUPPORT ER OSUPPORT TABLET FOR 20 IDE PSFOROOFL LOADOR S, SER30PENINGS PSF PER SUPPORT TABLE. I EGEND:. lovESSIO �=CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". ����sOSEPyF =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". �P N0. _RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C042077 m —REFERENCE "TABLE It RIDGE BEAM SUPPORTS" SCHEDULE. EV. 3-31-2404 ® =MATING LINE BEARING WALL PIER SUPPORTS PER "TABLE III — SUPPORTS AT MATING LINE" SCHEDULE. CIVIL OF CAt5t =TYPICAL TIE—DOWN PER SHEETS S-20 & S-21 17 s MATING LINE BEARING CHASSIS MAIN BEAMS Wal ABOVE (TYPICAL) a I MATING UNE W J r I _ _ RIDGE BM CLEAR SPAN RIDGE BM CLEAR SPAN Z N � a a Z1 I m 0 X a CHASSIS MAN BEAMS a N 2 (TYPICAL) w v n J cIl OPENINGsm = W m 11'-0_ TYPICAL W nEDoWN SPACING KI PERIMETER BLOCKING REQUIRED I x AT EACH SIDE OF DOOR OR OTHER a < OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) N" I SUPPORT PLAN - FOUR SECTION HOME - I MUUt-L Iml NOTES: - 1. T S:1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE REFER BEAM TO TABLES11ANDRSUPPORT III FOR SUPPORTTIONS VARY CAPAC TY ANDHEACH REQUIREDDIVIDUAL FOOT NG AREA.OPLA, 3. VEER D48" IIDEEPER PSUPPORT ER OSUPPORT TABLET FOR 20 IDE PSFOROOFL LOADOR S, SER30PENINGS PSF PER SUPPORT TABLE. I EGEND:. lovESSIO �=CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". ����sOSEPyF =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". �P N0. _RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C042077 m —REFERENCE "TABLE It RIDGE BEAM SUPPORTS" SCHEDULE. EV. 3-31-2404 ® =MATING LINE BEARING WALL PIER SUPPORTS PER "TABLE III — SUPPORTS AT MATING LINE" SCHEDULE. CIVIL OF CAt5t =TYPICAL TIE—DOWN PER SHEETS S-20 & S-21 17 TABLE I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - NO EAVE SOIL 10' WIDE 12' NIDE 14' NIDE BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA 4'-0" CHASSIS 1820 262 2148 310 2424 349 PSFO 6'-0" CHASSIS 2730 393 3222 464 3636 524 8'-0" CHASSIS 3640 525 4296 619 4848 698 4'-0" CHASSIS 1820 175 2148 207 2424 233 PSF PSF 6'-0" CHASSIS 2730 262 3222 310 3636 349 8'-0" CHASSIS 3640 395 4296 413 4848 466 4'-0" CHASSIS 1820 144 2148 155 2424 175 2000 PSF 6'-0" CHASSIS 2730 197 3222 232 3636 263 8'-0" CHASSIS 3640 263 4296 310 4848F 349 TABLE I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - 16" EAVE SOIL 10' WIDE 12' WIDE 14' WIDE BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA 4'-0" CHASSIS 1980 286 2308 333 2584 372 1000 PSF 6'-0' CHASSIS 2970 428 3462 499 3876 559 8'-0" CHASSIS 3960 571 4616 665 5168 745 4'-0" CHASSIS 1980 190 2308 222 2584 248 1500 PSF 6'-0" CHASSIS 2970 286 3462 333 3876 372 8'-0' CHASSIS 3960 381 4616 444 5168 497 4'-0" CHASSIS 1980 144 2308 167 2584 186 2000 PSF 6'-0' CHASSIS 2970 214 3462 250 3876 279 8'-0" CHASSIS 3960 286 4616 333 5168 372 QROFESSIO,y,� NOTES: SOS E Py e 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. l0 �? 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 C042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Eig. 3-31-2004 SjgIEVIL OFICALIFORa\� Mid TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - NO EAVE 10' WIDE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED FOOTING REQUIRED REQUIRED PIER FOOTING CAPACITY SPACING LOCATION PIER FOOTING AREA PIER CAPACITY AREA CAPACITY AREA CAPACITY CHASSIS 1032 149 1244 180 206 4'-0" PERIMETER 988 143 1148 166 186 #2130 CHASSIS 1548 223 1866 269 308 1000 6'-0" PSF PERIMETER 1482. 214 1722 248 1920 278 CHASSIS 2064 298 2488 359 2840 410 8'-0" PERIMETER 1976 285 2296 331 2560 370 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 988 144 1148 144 1280 144 CHASSIS 1548 149 1866 180 2130 205 1500 6'-0" PSF PERIMETER 1482 144 1722 166 1920 185 CHASSIS 2064 198 2488 239 2840 273 8'-0" PERIMETER 1976 190 2296 220 2560 246 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 988 144 1148 144 1280 144 CHASSIS 1548 144 1866 144 2130 154 2000 6'-0" PSF PERIMETER 1482 144 1722 144 1920 144 CHASSIS 2064 149 2488 180 2840 205 8'-0" 1976 PERIMETER 144 2296 166 2560 185 Q�tOFESSIONq�F �% SOSEP/y yc,� NOTES: 0 REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 1. WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH C042077 2. UNIT UNEQUAL, USE THE TABULATED SIDE OF THE MATING LINE.UNIT WID VALUES THE LARGER FLOOR SEITHS}{ARE LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. E*_ 3. THE MAXIMUM CIVIL �gI£OF CAUFO\� . 19 TABLE I SUPPORT SCHEDULE — 30 PSF ROOF LOAD — 16" "EAVE SOIL 10' NIDE 12' WIDE 14' WIDE BEARING SUPPORT SUPPORT CAPACITY SPACING LOCATION REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED PIER CAPACITY FOOTING AREA PIER CAPACITY FOOTING AREA PIER FOOTING CAPACITY AREA CHASSIS 4'-0" 1032 149 1244 180 1420 206 PERIMETER 1200 173 1360 196 1496 216 1000 CHASSIS 6'-0" 1548 223 1866 269 2130 308 PSF PERIMETER 1800 260 2040 294 2244 323 CHASSIS 8'-0" 2064 298 2488 359 2840 410 PERIMETER 2400 346 2720 392 2992 431 4'-0` CHASSISE1200 32 144 1244 144 1420 144 PERIMETER 144 1360 144 1496 144 1500 CHASSIS 6'-0" 1548 149 1866 180 2130 205 PSF PERIMETER 1800 173 2040 196 2244 216 CHASSIS 8'-0" 2064 198 2488 239 2840 273 PERIMETER 2400 231 2720 262 2992 288 CHASSIS 4'-0" 1032 144 1244 144 1420 144 PERIMETER 1200 144 1360 144 1496 144 2000 CHASSIS 6'-0" 1548 144 1866 144 2130 154 PSF PERIMETER 1800 144 2040 147 2244 162 CHASSIS 8'-0" 2064 149 2488 180 2840 205 PERIMETER 2400 173 2720 196 2992 216 NOTES: voFESSIOp,� sOSEPy 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. FF��y `�S'�P� �10`t^y UNIT THS 10' AND 2 SIDE OF THE MATING ELINE. 14' WIDE REPRESENT WTH IT WHERE UNIT WIDTHS ARE UNEQUAL VALUES FOR. THE LARGER FLOOR SECTION WIDTH. USE THE C042077 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3-31-2444 CIVIL OF CALIFO� 20 TABLCI SUPPORT SCHEDULE - 40 PSF ROOF LOAD - 16" MAX. EAVE 10' WIDE 12' WIDE 14' NIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED FOOTING REQUIRED REQUIRED PIER FOOTING CAPACITY SPACING LOCATION PIER FOOTING AREA PIER CAPACITY AREA CAPACITY AREA CAPACITY CHASSIS 1032 149 1242 179 1418 204 4'-0" PERIMETER 1450 209 1650 238 1817 262 CHASSIS 1548 223 1863 268 2126 306 1000 6'-0" PSF PERIMETER 2175 313 2475 356 2725 392 CHASSIS 2064 297 2484 358 2835 408 8'-0" • PERIMETER 2899 418 3299 475 3633 523 CHASSIS 1032 144 1242 144 1418 144 4'-0" PERIMETER 1450 144 1650 158 1817 174 CHASSIS 1548 149 1863 179 2126 204 1500 6'-0" PSF PERIMETER 2175 209 2475 238 2725 262 CHASSIS 2064 198 2484 238 2835 272 PERIMETER 2899 278 3299 317 3633 349 CHASSIS 1032 144 1242 144 1418 144 . 4'-0" PERIMETER 1450 144 1650 144 1817 144 CHASSIS 1548 144 1863 144 2126 153 2000 6'-0" PSF PERIMETER 2175 157 2475 178 2725 196 CHASSIS 2064 149 2484 179 2835 204 8--0' PERIMETER 2899 209 3299 238 3633 262 Q�tOfIss/0NA( SOS E Py �, F j0��^ NOTES: � P�� 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. N0. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH C042077 SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED FOR THE LARGER FLOOR SECTION WIDTH. VALUES LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. ' 3 4 3. THE MAXIMUM civil_ sTq/f OF CAUFO��� 21 TABLE I SUPPORT SCHEDULE - 60 PSF ROOF LOAD - 16" MAX. EAVE SOIL 10' WIDE 12' WIDE 14' NIDE BEARING SUPPORT SUPPORT REQUIRED CAPACITY SPACING LOCATION REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED PIER CAPACITY FOOTING AREA PIER CAPACITY FOOTING AREA PIER FOOTING CAPACITY AREA CHASSIS 1032 4'-0" 149 1244 180 1420 206 PERIMETER 2016 291 2300 332 2500 360 1000CHASSIS 1548 6'-0" 223 1866 269 2130 308 PSF PERIMETER 3024. 436 3450 497 3800 548 CHASSIS 2064 298 2488 359 2840 8'-0" 410 PERIMETER 4032 581 4600 663 5000 720 CHASSIS 1032 4'-0" 144 1244 144 1420 144 PERIMETER 2016 194 2300 221 2500 240 1500CHASSIS 1548 6'-0" 149 1866 180 2130 205 PSF PERIMETER 3024 291 3450 332 3800 366 CHASSIS 2064 8'-0" 198 2488 239 2840 273 PERIMETER 4032 388 4600 442 5000 480 CHASSIS 1032 4'-0" 144 1244 144 1420 144 PERIMETER 2016 146 2300 166 2500 180 2000CHASSIS 1548 6'-p" 144 1866 144 2130 154 PSF PERIMETER 3024 218 3450 249 3800 274 8'-0" CHASSIS 2064 149 2488 180 2840 205 PERIMETER 4032 291 4600 332 5000 360 NOTES- Q�IOFESSIOp,�� �� �pS E Py 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. Ff�y l�0 �Q UNIT 2 WIDTHS AND 14' WIDE REPRESENT ELINE. TH OF ITABULATED SIDE OFTHE MATING WHERE UNIT WIDTHS ARE UNEQUAL, USE THE VALUES FOR THE LARGER FLOOR SECTION WIDTH. C042077 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. E)q• 3-31-204 sr�TE VIL 0��\� F'CAL 22 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' NIDE, AND 14' NIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF H THE NG LIER FLOOR SECTION HS ARE UNEQUAL, USE THE TABULATED VALUES 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 4. THE MAXIMUM PERIMETER SUPPORT SPACING = 6'-0" 0/C. 23 ik fESSI04 ISEISPP N0. C042077 ET. 3-31-2004 rr CI '�f OF CAVE !'I SCHEDULE - 80 PSF ROOF LOAD - 16" MAX. EAVE TABLE SUPPORT 10' NOE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING REQUIRED CAPACITY SPACING LOCATION FOOTING AREA PIER CAPACITY AREA CAPACITY AREA CAPIERPACITY 149 1244 180 1420 206 CHASSIS 1032 4'-0" PERIMETER 2500 360 2880 415 3184 460 CHASSIS 1548 223 1866 269 2130 308 1 PSFSF 6'-0 554 4320 622 4776 690 PERIMETER 3775 CHASSIS 2064 298 2488 359 2840 410 8'-0" See Note 4 See Note 4 See Note 4 See Note 4 See Note PERIMETER See Note 4 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 2500 240 2880 277 3184 306 149 1866 180 2130 205 CHASSIS 1548 1500 PSF 6'-0" 363 4320 415 4776 460 PERIMETER 3775 198 2488 239 2840 273 CHASSIS 2064 8'-0" See Note 4 See Note 4 See Note 4 See Note 4 See Note PERIMETER See Note 4 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 2500 180 2880 208 3184 230 CHASSIS 1548 144 1866 144 2130 154 2000 PSF 6'-0"4776 272 4320 311 344 PERIMETER 3775 149 2488 180 2840 205 CHASSIS 2064 8'-0" See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note PERIMETER NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' NIDE, AND 14' NIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF H THE NG LIER FLOOR SECTION HS ARE UNEQUAL, USE THE TABULATED VALUES 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 4. THE MAXIMUM PERIMETER SUPPORT SPACING = 6'-0" 0/C. 23 ik fESSI04 ISEISPP N0. C042077 ET. 3-31-2004 rr CI '�f OF CAVE TABLE II RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD EXAMPLE DIAGRAM oX 2� ' RIDGE BEAM I SUPPORT "A' M o � BEARING WALL RIDGE BEAM L RIDGE BEAM SUPPORT 'B' SUPPORT 'C" .B' • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0'. ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO SUPPORT SOIL P BEARING C�PAF 12' MADE REQUIRED FOOTING 1000 2000 1500 AREA 2000 FOOTING 1000 2500 1500 AREA 288 2000 192 1000 4000 1500 144 2000 144 1000 5000 1500 360 2000 240 1000 6000 1500 180 2000 180 1000 8000 1500 576 2000 TABLE II RIDGE lY BEAM SUPPORTS — 20 PSF ROOF LOAD 10' WIDE 12' MADE MAXIMUM APA UM REQUIRED FOOTING MAXIMUM REQUIRED (FEET AREA (FEET FOOTING 288 10'-6" AREA 288 192 10'-6" 192 144 10'-6" 144 16'-0" 360 13'-0" 360 16'-0" 240 13'-0" 240 16'-0" 180 13'-0" 180 25'-6" 57621'-6" 576 25'-6" 384 21'-6" 384 25'-6" 288 21'-6"288 32'-0" 720 26'-6" 720 32'-0" 480 26'-6" 480 32'-0" 360 26'-6" 360 38'-6" 864 32'-0" 864 38'-6" 576 32'-0" 576 38'-6" 432 32'-0" 432 --- --- 43'-0" 1152 --- --- 43'-0" 768 --- --- 43'-0" . 576 NOTES: 1. PIER SUPPORTS ARE NOT REQUIRED UNDER BEARING WALLS AT THE MATING LINE FOR 20 PSF ROOF LOADS. 2. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 3. 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. 4. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 24 9'-6- 9.-6. 9'-6" 12'-0" 12'-0" 12'-0" 19'-0" 19'-0" 19'-0" 24'-0" 24'-0" 24'-0" 28'-6" 28'-6" 37'-6" 37'-6" 37'-6" 14' WIDE MT R EP 288 192 144 360 240 180 576 384 288 720 480 360 864 576 432 1152 768 576 N0. 0042077 EV- x-31== �CIVILi, TABLE II RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD EXAMPLE DIAGRAM o ►- SPAN FOR SUPPORT "A" SPAN FOR SUPPORT 'C" • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". a BEARING RIDGE BEAM RIDGE BEAM tD WALL SUPPORT "A" SUPPORT "C" I SUPPORT iM T 7S,UPPORT 14' WIDE MF TEOUMAXIMUMBEARING SEEOND) (FT� x MATING RIDGE BEAM ARING WALL UNE SUPPORT "B" 8'-0" PER tO TABLE III. SPAN FOR SUPPORT "B" 1500 9'-6" 192 8'-0" n 7'-0" 192 25 • 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 - 30 PSF ROOF LOAD SUPPORT SOIL 10' WIDE REQUIRED CAPACITY PpTNG P� 12' WIDE MAXIMUM FAG (FEET)AREA 14' WIDE MF TEOUMAXIMUMBEARING SEEOND) (FT� 1000 9'-6" 288 8'-0" 288 7'-0" 288 2000 1500 9'-6" 192 8'-0" 192 7'-0" 192 2000 9'-6" 144 8'-0" 144 7'-0" 144 1000 12'-0" 360 10'-0" 360 9'-0" 360 2500 1500 12'-0" 240 10'-0" 240 9'-0" 240 2000 12'-0" 180 10'-0" 180 9'-0" 180 1000 19'-6" 576 16'-0" 576 14'-0" 576 4000 1500 19'-6" 384 16'-0" 384 14'-0" 384 2000 19'-6" 288 16'-0" 288 14'-0" 288 1000 24'-0" 720 20'-0" 720 17'-6" 720 5000 1500 24'-0" 480 20'-0" 480 17'-6" 480 2000 24'-0" 360 20'-0" 360 17'-6" 360 1000 29'-0" 864 24'-0" 864 21'-6" 864 6000 1500 29'-0" 576 24'-0" 576 21'-6" 576 _.2000 29'-0" 432 24'-0" 432 21'-6" 432 1000 39'-0" 1152 32'-0" 1152 28'-6" 1152 8000 1500 39'-0" 768 32'-0" 768 28'-6" 768 2000 39'-0" 576 32'-0" 576 28'-6" 576 NOTES. 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' NIDE, AND 14' WADE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED Q�OFESS10p,�� DOSE Py 0- NO. 0042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. DR• 3-31-20D4 CIVIL gjEOF CAUFO�� 25 TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD EXAMPLE DIAGRAM SPAN FOR SUPPORT 'A' SPAN FOR SUPPORT 'C' j10 BEARING RIDGE BEAM RIDGE BEAM WALL SUPPORT "A' SUPPORT 'C' M X rc < BEARING WALL 7MATING RIDGE BEAM F SUPPORT PER UNE SUPPORT 'B' Z ro TABLE Ill. -I SPAN FOR SUPPORT "B' n • 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 ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) OF THE DISTANCES TO TABLE II RIDGE BEAM SUPPORTS — 40 PSF ROOF LOAD SUPPORT �POUNOS� SOIL 10' WIDE 12' WIDE 14' VIDE CA(AC TGl' MAXIMUM REQUIRED MAXIMUM REQpUIRED PSF (FEET F AREA G (FEET) FOOTING G 1000 5'-6" 288 5'-6" 288 MAXIMUM REQUIRED (FEET F AREA G 5'-6" 288 2000 1500 5'-6" 192 5'-6" 192 5'-6" 192 4000 1000 11'-0" 576 11'-0" 576 11'-0" 576 1500 11'-0" 384 11'-0" 384 11'-0" 384 1000 17'-0" 864 17'-0" 864 17'-0" 864 6000 1500 17'-0" 576 17'-0" 576 17'-0' 576 8000 1000 23'-0" 1152 23'-0" 1152 23'-0" 1152 1500 23'-0" 768 23'-0" 768 23'-0" 768 10000 1000 28'-6" 1440 28'-6" 1440 28'-6" 1440 1500 28'-6" 960 28'-6" 960 28'-6" 960 NOTES. 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. UNIT WIDTHS 10' AT EACH 2 SIDE OF THE MATING ELINE. WH RE UNIT WIDTHS ARE UNEQUALD 14' WIDE REPRESENT . USE THE TH OF (TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. Q1OFESSl ��� H '1OSEPNE' �y �Q I�T NO. 0F 0042077 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Ep• 3-31-2D04 CIVIL sf��orCAL 0���� TABLE II RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD EXAMPLE DIAGRAM SPAN FOR SUPPORT 'A" SPAN FOR SUPPORT 'C' p x BEARING RIDGE BEAM RIDGE BEAM o WALL SUPPORT 'A" SUPPORT 'C' - -- o R BEARING WALL '—MATING RIDGE BEAM LINE SUPPORT 'B' z SUPPORT PER i TABLE III. SPAN FOR SUPPORT 'B' .I n ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING UNE • RIDGE BEAM SUPPORT PIERS 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 It RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD 10' WIDE 12' WIDE 14' WIDE SOIL SUPPORT BEARING MAXIMUM RE�UIRED MAXIMUM RE�UIRED �POUNDS� C F F AREAL MAXIMUM REQUIRED EET� F AREAL (PSF) (FEES AREAL (FPEET� 1000 5'-4" 288 4'-6" 288 2000 1500 5'-4 192 4'-6" 192 4'-0" 192 2000 5'-4" 144 4'-6" 144 4'-0" 144 1000 10'-8" 576 9'-0" 576 8'-0" 576 4000 1500 10'-8" 384 9'-0" 384 8'-0" 384 2000 10'-8" 288 9'-0" 288 8'-0" 288 1000 16'-0" 864 13'-6" 864 12'-0" 864 6000 1500 16'-0" 576 13'-6" 576 12'-0" 576 2000 16'-0" 432 13'-6" 432 12'-0" 432 1000 21'-4" 1152 18'-0" 1152 16'-0" 1152 8000 1500 21'-4" 768 18'-0" 768 16'-0" 768 2000 21'-4" 576 18'-0" 576 16'-0" 576 1000 26'-8" 1440_ 22'-6" 1440 20'-0" 1440 10000 1500 26'-8" 960 22'-6" 960 20'-0" 960 2000 26'-8" 720 22'-6" 720 20'-0" 720 1000 32'-0" 1728 27'-0" 1728 24'-0" 1728 12000 1500 32'-0" 1152 27'-0" 1152 24'-0" 1152 2000 32'-0" 864 27'-0" 864 24'-0" 864 iofESSIO,yq� SOSEPyE.j� NOTES:- � 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WADE, AND 14' WOE REPRESENT WIDTH OF UNIT AT EACH N0. C042077 SIDE OF THE MATING LINE. 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. Exp. E31-= CIVIL_ 110T CAl0�� 27 TABLE II RIDGE BEAM SUPPORTS - . 80 PSF ROOF LOAD EXAMPLE DIAGRAM • 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 a SPAN FOR SUPPORT 'A' SPAN FOR SUPPOI SUPPORT �POUN T m BEARING RIDGE BEAM RIDGE BEAM NDE REQUIRE FAREAG 576 384 288 WALL- SUPPORT 'A' SUPPORT 'C' WIDE REQpUIRED FAREAG 576 384 288 14 MAXIMUM SPA 6'-3" g'-3" 6'-3" BEARING WALL MATING RIDGE BEAM 4000 SUPPORT PER UNE SUPPORT 'B' �o TABLE 111. I i7 SPAN FOR SUPPORT '8" • 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) 0 QROFESS/ppb NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2 SIDE OFID THS 10' E 4 THE MATING WHERE UNIT WIDTHS ARE UNEQUAL' WOE REPRESENT , ( US THE TABULATED 0042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. EV. 3-31_2004 ". cim—,- 28 TABLE II RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD SUPPORT �POUN T SOIL CA�pAAC N SFS 1000 1500 2000 10' MASPAXIM1yUM (FEET) 8'-5" 8'-5` 8'-5" NDE REQUIRE FAREAG 576 384 288 12' MAXIMUM (FEET 7'-0" 7'-0` 7'-0" WIDE REQpUIRED FAREAG 576 384 288 14 MAXIMUM SPA 6'-3" g'-3" 6'-3" WIDE REQUIF FARE 576 384 288 4000 6000 1000 1500 12'-8" 12'-8" 864 576 10'-8" 10'-8" 864 576 9'-4" 9'-4" 864 576 2000 12'-8" 432 10'-8" 432 9'-4' 432 1000 17'-0" 1152 14'-0" 1152 12'-6" 1152 8000 1500 17'-0" 768 14'-0" 768 12'-6" 768 2000 1000 17'-0" 21'-0" 576 1440 14'-0" 17'-9" 576 1440 12'-6" 15'-6" 576 1440 10000 1500 21'-0" 960 17'-9" 960 15'-6" 960 2000 21'-0" 720 17'-9" 720 15'-6" 720 1000 25'-4" 1728 21'-4" 1728 18'-6" 1728 12000 1500 25'-4" 1152 21'-4" 1152 18'-6" 1152 2000 25'-4" 864 21'-4" 864 18'-6" 864 0 QROFESS/ppb NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2 SIDE OFID THS 10' E 4 THE MATING WHERE UNIT WIDTHS ARE UNEQUAL' WOE REPRESENT , ( US THE TABULATED 0042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. EV. 3-31_2004 ". cim—,- 28 TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 30 PSF ROOF LOAD EXAMPLE DIAGRAM M 0 MATING UNE z m � I if c X CLEAR SPAN• CLEAR SPAN � MATING UNE BEARING WALLS .I n l ND: ®= MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. m = RIDGE BEAM SUPPORTS PER TABLE II. "L" = SUPPORT SPACING PER TABLE III BELOW. TABLE III RIDGE BEAM SUPPORTS — 30 PSF ROOF LOAD SOIL 10' WIDE 12' WIDE 14' WIDE SUPPORT BEARING PFOTR (PUNS) SUPPORT ED ACORGFUEODCAPACITY S ) NGSUPPORT FOOTING PEA FEETAREA (FEET) AREA. 1000 4'-6" 288 4'-0" 288 3'-6" 288 2000 1500 4'-6" 192 4'-0" 192 3'-6" 192 2000 4'-6" 144 4'-0" 144 3'-6" 144 1000 6'-0" 360 5'-0" 360 4'-6' 360 2500 1500 6'-0" 240 5'-0" 240 4'-6" 240 2000 6'-0" 180 5'-0" 180 4'-6" 180 1000 9'-6" 576 8'-0" 576 7'-0" 576 4000 1500 9'-6" 384 8'-0" 384 7'-0" 384 2000 9'-6" 288 8'-0" 288 7'-0" 288 1000 12'-0" 720 10'-0" 720 9'-0" 720 5000 1500 12'-0" 480 10'-0" 480 9'-0" 480 2000 1.2'-0" 360 10'-0" 360 9'-0" 360 1000 14'-0" 864 12'-0" 864. 10'-6" 864 6000 1500 14'-0" 576 12'-0" 576 10'-6" 576 2000 14'-0" 432 12'-0" 432 10'-6" 432 Q�10FESSfO,yq� NOTES. DOSE PH 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. O 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C04422 077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. * �r 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 59• L31== CIVIL a 'fTITEor CAUFO��' w TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 40 PSF ROOF LOADS EXAMPLE DIAGRAM •L• •L- MATING z UNE � I M o CLEAR SPAN I rj pep I MATING UNE BEARING WALLS tp M ®= MATING UNE BEARING WALL SUPPORTS PER TABLE III BELOW. m = RIDGE BEAM SUPPORTS PER TABLE II. "L" = SUPPORT SPACING PER TABLE III BELOW. ' ABLE III MATING LINE WALL SUPPORTS - 40 PSF ROO SUPPORT (POUNDS) SOIL BEARING CAPPSF�TY 10', 12', 14' WIDE SUPPORT REIRED S(FACT) FAREAG 4000 1000 5'-0" 504 1500 5'-0" 336 5000 1000 7'-0" 706 1500 7'-0" 470 6000 1000 8'-0" 806 1500 8'-0" 540 7000 1000 9'-6' 1 960 1500 9'-6"I — 640 NOTES: ��0 QROfESS/py'T� �y 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. `Ry �Q' �OSEPHF 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH N0. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED 0042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Ep• 3-31=.2404 fllTf OF 0���� ADJUSTABLE NUT APPROVED 2" — NOMINAL TREATED LUMBER FOOTING PAD OR 4' THICK SOLID CONCRETE PAD. C BAE S OR FLOOR RIM JOIST re ' FINISH GRADE 10 A METAL PIERS - MULTIPLE MATING LINE PERIMETERE_SIDEWALL FLOOR EXCEEDING 2' IN THICKNESS) AND 4" WOOD SHIMS (WEDGES), FITTED AND DRIVEN TIGHT BETWEEN WOOD PLATE BLOCK MAY FILL THE JOIST OR PIER AND MAIN FRAME. 2' OR 4' SOLID CONC. FLOOR JOISTS REMAINDER OF THE GAP. _PIER CAP: 2xBx16" WOOD (2 LAYERS CHASSIS I -BEAM OR THE LENGTH MULTIPLE PAD, A LOAD DISTRIBUTING ELEMENT IS REQUIRED MAX), OR 4x8x16' SOLID CONCRETE, OR COMBINATION OF BOTH. (2) 16d TOE -NAIL --4 1 - (2) 16d NAILS FLOOR RIM JOIST DOUBLE CONCRETE BLOCKS iO z (( 2) 2x6 # 2 DF 0 TOE -NAILED CONTACT PAD CELLS PLACED VERTICALLY. THE BLOCKS INTERLOCKED AND BETTEHERE TOGGETHER WITH ACCESSIBLE) CAPPED AS SPECIFIED e o (2) 2x6 NAILED 16d NAILS AT 4" 0/C APPROVED PIER - [-SEAMS OR ALTERNATE DIRECTION OF EACH COURSE. FOOTING: 16"x 16'x 4" SOLID TOGETHER WITH (NO SPLITS ALLOWED) (PERIMETER SUPPORT) RISER APPROVED 2" NOMINAL TREATED 16d NAILS AT 4' O/C. INSET 9'; APPROVED FOOTING -APPROVED METAL LUMBER FOOTING PAD OR 4' THICK APPROVED NOTE: A 3/4' x 1-1 2" NO MAY OCCUR FINISH In. 12 PIER FRAME SOLID CONCRETE PIERS ON THE BOTTOM PAD. OF 2X6 BLOCKING. FINISH GRADE p WHERE AUTHORITY, BY LOCAL THE NOTCH MUST 410 "A, EXTEND FOOTING 16' REBAR LAPPED OCCUR AT 16" MIN BELOW FROST LINE 12' MINIMUM FOOTING FROM OUTSIDE EDGE 12 OF BLOCKW9._l SUPPORT CAPACITY FOR THIS CONDITION r,.in, r niCp t1t1 T11II TIPLE PAD 71 3000 POUNDS MAXIMUM 12 10 A METAL PIERS - MULTIPLE B GAP BETWEEN TOP OF PIER AND MAIN FRAME MAY BE A WOOD PLATE (NOT NIDE x 6" LONG x 1' THICK MINIMUM CHASSIS I -BEAM OR FLOOR RIM EXCEEDING 2' IN THICKNESS) AND 4" WOOD SHIMS (WEDGES), FITTED AND DRIVEN TIGHT BETWEEN WOOD PLATE BLOCK MAY FILL THE JOIST OR PIER AND MAIN FRAME. 2' OR 4' SOLID CONC. REMAINDER OF THE GAP. _PIER CAP: 2xBx16" WOOD (2 LAYERS PIER CAP: 4'x 16'x 16' SOLID CONCRETE BLOCK THE LENGTH MULTIPLE PAD, A LOAD DISTRIBUTING ELEMENT IS REQUIRED MAX), OR 4x8x16' SOLID CONCRETE, OR COMBINATION OF BOTH. OR EQUIVALENT. = oma' >.--STANDARD OPEN OR CLOSED CELL DOUBLE CONCRETE BLOCKS iO z 8'x 8'x 16" CONCRETE BLOCKS WITH (SOLID OR CELLED) WITH z CELLS PLACED VERTICALLY. THE BLOCKS INTERLOCKED AND a BLOCKS SHALL BE INSTALLED W/ 16' CAPPED AS SPECIFIED e o DIMENSION PERPENDICULAR TO ABOVE, Z [-SEAMS OR ALTERNATE DIRECTION OF EACH COURSE. FOOTING: 16"x 16'x 4" SOLID W AJ t w 2 �---APPROVED 2" CONCRETE OR OTHER PRODUCT APPROVED FOR THE PURPOSE. "• ' " ui NOMINAL TREATED AI (2) 8'x 16"x m jl= LUMBER FOOTING PAD OR 4' THICK SOLID LID CONC. BLOCKS W/ JOINT NT CONC. BETWEEN BLOCKS PARALLEL SOLID CONCRETE PAD. TO THE STEEL I -BEAM FRAME. FINISH In. 12 CONCRETE BLOCK PIERS WHEN A PIER IS FOUNDED ON TWO OR MORE FOOTING PADS AND OF THE PIER BASE IS LESS THAN THE WIDTH OF THE THE LENGTH MULTIPLE PAD, A LOAD DISTRIBUTING ELEMENT IS REQUIRED CHASSIS I -BEAM OR 6-x 16- MINIMUM CONT. CONCRETE FOOTING AND SHALL BE APPROVED 2 x TREATED LUMBER OR OTHER MATERIAL W/ WIDTH AT LEAST EQUAL TO THE WIDTH FLOOR RIM JOIST. FULL LENGTH OF THE APPROVED OF THE PIER AND LENGTH AT LEAST EQUAL TO THE WIDTH OF THE I -BEAM OR RIM JOIST. MULTIPLE PADS. CONCRETE BLOCK II U W W AI IERNATE: FOOTINGS MAY 9E INSTALLED (OR METAL PIER) ' APPROVED CONCRETE' BLOCK OR METAL PIER. I { W PERPENDICULAR TO CHASSIS I -BEAM AT INDIVIDUAL OR COM- I 1 W NO MORE THAN 8'-0' BINED PIER LOADS II L e W a d •' 0/C, WITH FOOTING LENGTH EQUAL TO HOME WIDTH. two M FINISH GRADE p WHERE AUTHORITY, BY LOCAL (2) $ 4 CONTINUOUS 410 "A, EXTEND FOOTING 16' REBAR LAPPED APPROVED BELOW FROST LINE 12' MINIMUM FOOTING 12 r,.in, r niCp t1t1 T11II TIPLE PAD 71 INSET SUPPUKIS AI NOTES: 1 LED USEBY AND FOOTINGS THE AUTHORITY HAVING JURISDICTION. THEIR NEN 2 A MINIMUM GROUND BENEATH THE LOWEST MEMBER EOFFTHE CHASSIS (I-BEAM). 12" SHALL BE NED 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS SHALL BE 2.5:1 . MAY BE CED 4 LALL FOOTINGS Y ON THE GROUNDS SURFACEOR WHEREALLOWED BYATTHE LOCALT JURISDICTION, PROVIDED THE SOIL IS FIRM AND UNDISTURBED, OR COMPACTED FILL, FREE OF GRASS AND ORGANIC MATERIAL 5. PIER OF HEIGHT FOOTING TO THE BOTTOM OF THERIE D FROM THE TTHE MAIN FRAME, AND BEAM UNDER MAXIMUM TBOTTOM OF THE PERIMETER OR CENTERLINE FLOOR RIM JOIST. 6. FACTURED HOME EN MORE rONE-FOURTH OF THE AREA OF EMANU- FACTURED INSTALLED SO THAT THE BOTTOMOFTHE MAIN FRAME MEMBERS ARE MORE THAN 3 FEET ABOVE GROUND LEVEL, THE FOUNDATION SYSTEM SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AND THE INSTALLATION SHALL BE APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION. N0. `o "' C042677 af,0* p rs 7/31/02 M'00"SET=UP INSTRUI PIER AND FOO SUPPORT DET. 10 w ex 1-12-95 S--8 7 23 02 PROVIDE CHASSIS, PERIMETER, AND MATING LINE PIER SUPPORTS PER STANDARD MODEL Pzro JP MATING ^ UNE — CHASSIS MAIN t o BEAMS (TYP.) END PORCH (FULL WIDTH) SIDEWALL ---J _J, 4'-0'1�,_ ENTR' PROVIDE SPECIAL PIERS AND PADS -:-_ AT (4) LOCATIONS OF PORCH AS SHOWN - FOR MINIMUM CAPACITIES SEE TABLE AT RIGHT OF THIS SHEET. ...+r r WIN I rL_nw - LNU rUKUH W/ PROVIDE CHASSIS, PERIMETER, AND MATING MATING UNE PIER UNE SUPPORTS PER 1 STANDARD MODEL CHASSIS MAIN FIREPLACE BEAMS (TYP.) EXTENSION -4 SIDEWALL ENDWALL PROVIDE CHASSIS, PERIMETER, AND MATING UNE PIER SUPPORTS PER STANDARD MODEL MATING D LINE - PROVIDE iL RIDGE BEAM ■ =CHASSIS PIER SUPPORT PER 'TABLE I SUPPORT SCHEDULE'. COLUMN PIER -PERIMETER PIER SUPPORTS PER 'TABLE 1 SUPPORT -SCHEDULE". (NOT REQUIRED FOR 20 PSF ROOFS) SUPPORTS 'CARPET It- CORNER PORCH PER F:2 LAYOUT AND CHASSIS MAIN RIDGE BEAM FIELD SUP- BEAMS (TYP.) zPORT PIER' D DRAWING 10'-0' MAX. L END PORCH iL (FULL WIDTH) ■ =CHASSIS PIER SUPPORT PER 'TABLE I SUPPORT SCHEDULE'. COLUMN PIER -PERIMETER PIER SUPPORTS PER 'TABLE 1 SUPPORT -SCHEDULE". (NOT REQUIRED FOR 20 PSF ROOFS) SUPPORTS CORNER PORCH PER 'CARPET ® -MATING II-NPPIER PPORTS PER TABLE IBEARING ATMA71NG UNE' SCHEDULE ENDWALL 2000 lbs. 2500 lbs. 4000 lbs. 4000 tbs. � PORCH/DECK m -REFERENCE *TABLE II RIDGE BEAMRSUPPORTS* SCH DULLS SIDEWALL --T \ PROVIDE SPECIAL PIERS AND PADS AT ALL (4) CORNERS OF PORCH - FOR MINIMUM CAPACITIES SEE TABLE AT RIGHT OF THIS SHEET. 64 :SSED ENTRYIA SUPPORT PLAN — END PORCH MOTE: PROVIDE CHASSIS, MATING 10'-0' FIREPLACE MAY PERIMETER, AND LINE OCCUR L ANY MATING LINE PIER r ENDWALLSUPPOMODEL RTS PER I STD. ENDWALL 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 FIREPLACE z TYP. � a P� 3 CHASSIS MAIN a} BEAMS (TYP.) ;p ENDWALL M } SIDEWALL —� PROVIDE SPECIAL PIERS AND PADS AT THE (2) PORCH LOCATIONS SHOWN - FOR MINIMUM CAPACITIES SEE TABLE AT RIGHT OF THIS SHEET. PPORT PLAN — CORNER PORCH / D PROVIDE -J Nj -i r" "" "c , rLUUM UK KLCL55LO SIDEWALL PORCH SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING RIDGE BEAM MINIMUM PIER CAPACITIES; COLUMN PIER 2000 lbs. 2500 lbs. 4000 lbs. 4000 lbs. SUPPORTS CORNER PORCH PER 'CARPET 8000 Lbs. LAYOUT AND 2000 lbs. 2500 lbs. 4000 lbs. 4000 tbs. RIDGE BEAM FIELD SUP - PIER REQUIREMENTS FOR END PORCHES, CORNER PORCH AND FIREPLACES PORT PIER' DRAWING ROOF LIVE LOAD /PIER CAPACITY ENDWALL ® 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF END PORCHES 2000 lbs. 2500 lbs. 4000 lbs. 4000 lbs. 6000 IDa. CORNER PORCH 2000 lbs. 2500 lbs. 4000 lbs. 4000 Iba. 8000 Lbs. FIREPLACE 2000 lbs. 2500 lbs. 4000 lbs. 4000 tbs. 6000 lbs. 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED 64 "TABLEABOVE, USE THE 'REQUIRED FOOTING AREA' COLUMN OF B TO USE 11RI SOILEBEARING CAPACITY THATBEAM SUPPORTS'DULEMATCHES MAKING RE 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 MATH 1 EACH INDIVIDUAL FLOOR PLAN. REFER TO TABLES It AND III PROVIDE J FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. RIDGE BEAM COLUMN PIER SUPPORTS PER 'CARPET LAYOUT AND RIDGE BEAM FIELD SUP- PORT PIER" DRAWING OSEPj � NO. C042077 E*. 3TL:M °µIND SUPPORT PLANS PORCHES AND FIREPLACES p lw er D. HOLT "= er D. HOLT 30 PSF 40 PSF 60 PSF 80 PSF aT 2-6-s5 S_6 AlE3-28-96 — LEGEND: ■ =CHASSIS PIER SUPPORT PER 'TABLE I SUPPORT SCHEDULE'. MATING UNE .PERIMETER PIER SUPPORTS PER 'TABLE I SUPPORT REQUIRED FOR 20 PSF ROOFS) (NOT INSTALL PIER AT —MATING LINE BEARING WALL PIER SUPPORTS ® 'TABLE SUPPORTS AT MATING UNE' SCHEDULE EACH FACTORY SER III — i a CHASSIS MAIN BEAMS INSTALLED OUT— OUTTREGGER BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW ;o (TYPICAL) IS{EN GREATER THAN -RIDGE -REFERENCE 'TABLE II RIDGE BEAM SUPPORTS' SCHEDULE. a 24' FROM END OF --- - OUTSET, INSTALL PIER AT END OUTSET FLOOR OR RECESSED SIDEWALL PORCH OF OUTSET. TYPICAL ® SUPPORT PIER LOCATED AS NOTED MATH THE FOLLOWING MINIMUM PIER CAPACITIES; PROVIDE CHASSIS, PERIMETER, MATING UNE AND SIDEWALL RIDGE BEAM COLUMN PIER < 8 Com' 12'-0' MAXIMUM SUPPORTS PER STANDARD MODEL A S U P P O R T P L A N - O U T S E T FLOOR PIER CAPACITY REQUIREMENTS FOR OUTSET FLOOR AND PORCH COLUMNS' ROOF LIVE LOAD / PIER CAPACITY PIER LOCATION 20 p 30 PSF 40 PSF 60 PSF 80 PSF MATING UNE - OUTSET FLOORS 2500 lbs. 2500 lbs. --- --- --- To 2000 _.4O 00 4000 6000 6DOO _ - - INSTALL PIERS SIDEWALL PORCH POUNDS END - POSTS POUNDS POUNDS POUNDS UNDER MIDDLE POST AT PORCH SIDEWALL PORCH 2000 LB. 4000 LB. 4000 6000 6000 MIDDLE - POSTS POUNDS POUNDS POUNDS POUNDS POUNDS RECESSED SIDEWALL PORCH ABOVE. (MORE 0 7' MAX THAN ONE POST CHASSIS MAIN BEAMS MAY OCCUR , (TYPICAL) NOTES: MINIMUM PAD SZE FOR PIER CAPACITIES LISTED F Z iO DEPENDING UPON THE FLOORPLAN) 1. TO DETERMINE ABOVE, USE THE •REQUIRED FOOTING AREA' COLUMN OF 'TABLE SUPPORTS" SCHEDULE, MAKING SURE CAPACITIES PER 11 - RIDGE BEAM THE SOIL BEARING CAPACITY THAT MATCHES YOUR TABLE AT RIGHT. TO USE SITE THE CAPACITY LISTED ABOVE, AND THE NG PAD SIZE US CORRESPOND PROVIDE CHASSIS, INSTALL PIERS UNDER EACH 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH SPAN OPENINGS AT THE MATING UNE THAT PERIMETER, MATING UNE AND RIDGE BEAM COLUMN PIER SIDEWALL 8' MAX 8' MAX PORCH END-POST ABOVE. CAPACITY PER TABLE AT RIGHT. END OF CLEAR ARE GREATER THAN 3'-0'. SUPPORTS PER STANDARD MODEL PORCH B SUPPORT ATABLES I BEAM UFLOORMN EPLAN. 3' RIDGECH S U P P O R T PLAN — RECESSED SIDEWALL — INDIVIDUAREFER TOR IIRANDTI CAPACITY AND REQUIRED FOOTING AREA. PORCH POST RECESSED STANDARD SIDEWALL -mill+ OUTSET SIDEWALL FOR SUPPORT PERIMETER ABOVE FLOOR JOISTS DEWALL (BEYOND) ABOVE) it1 II i IfSIOMf[ TYPICAL FLOOR FACTORY QRD (2) 16d TOE-NAIL----4 _T (2) 16d NAILS INSTALLEDSEPpF OUTRIGGERS 2 2x8 # 2 OF OR---� TOE-NAILED _ p TOGETHER NAILED WHERE (WHERE ACCESSIBLE) NO. 16d NAILS AT 4' 0/C �/m1 INSTALL PIER AT EACH FACTORY 0042077 (NO SPLITS ALLOWED) I 1 Il 11 INSTALLED OUT- * 9' MAX. Il 1\1 I\11 1 MAX. RIGGER do WHEN IS PIER UNDER EACH �l �, � 11�-STD. CHASSIS PIER SUPPORT 111 OUTRIGGER GREATER THAN CIVIL t Iff PORCH POST ABOVE J = L �(BEYOND) 24 FROM END OF OF ckl" APPROVED FOOTING Sm. CH flI I\I STD. CHASSIS �11 OUTSET, INSTALL PIER AT EA. END WAM SUPPORT PLANS PIER SUPPORT J�3am�� OF OUTSET FLOOR OUTSET FLOOR AND 30 PSF 40 PSF (BEYOND) RECESSED SIDEWALL 60 PSF 80 PSF — SUPPORT CAPACITY FOR THIS CONDITION 1 BRAN By D. HOLT wS 2-3-95 S-5 3000 POUNDS MAXIMUM 1 ua 3-28-96 0 T n F T A I I_ D� m D. HOLT TABLE III -SUPPORTS AT MATING LINE BEARING WALL - 60 & 80 PSF ROOF LO EXAM P F DIA RAM LEGENQ:. ® = MATING UNE BEARING WALL SUPPORTS PER TABLE III BELOW. CE = RIDGE BEAM SUPPORTS PER TABLE 11. "L" = SUPPORT SPACING PER TABLE III BELOW. SUPPORT APACt POUNDS 4000 SUPPORT APACI POUNDS 4000 TABLE III RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD SOIL 10' WIDE 12' WIDE OBEAA INTM PSFF 1000 5"-4" 576 4'-6" 576 1500 5'-4" 384 4'-6" 384 2000 5'_4" 288 4'-6" 288 TABLE III RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD SOIL 10'. WIDE BEARING CAp SC�TY SUPPORT SrAECIIT)G RE UIRE (1F00r01 576 3843'-0" FOA�T NG 288 3'-0" 288 4'-3" 576 1500 4'-3" 384 2000 4'-3" 288 4.-0" 4'-0" 4'-0" 14' WIDE REQUIRED FOOTING AREA 576 384 288 D 12' WIDE SUPPORT RE IRE- SrFEE I )G F A EAG 14' WIDE SUPPORT RE�UIRED S�FEET)G FOq'RE NG 3'-6" 3'-6" 576 3843'-0" 3'-0" 576 384 288 3'-0" 288 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WADE 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. 31 E LN0. 0042077 :9CIVIL_, FACTORY INSTALLED WATER LINES FLOOR MATIN( JOINT FLEXIBLE PLASTIC WATER ----I PIPING CONNECTED DIRECTLY THROUGH SWIVEL CONNECTOR AND COUPLING ATER UNE CROSSOVER COUPLING WITH ADJUSTABLE SCREW CLAMP FLOOR ALTERNATE: ABS COUPLING W/ APPROVED SOLVENT FACTORY INSTALLED WATER LIN WATER CR......".. --. CONNECTOR SUPPLIED BY THE MANUFACTURER (MUST BE LISTED FOR EXTERIOR USE) 6 A ALTERNATE WATER LINE COLORS MUST MATCH STUBBED UNE LOOSE DRAIN SECTION COUPLING WITH ADJUSTABLE SCREW CLAMPS STUBBED LINE ---% FLOOR OPTIONAL QUICK DISCONNECT DEVICE (SUPPLY) VALVE, NOT REQUIRED WHEN QUICK DISCONNECT 6 IS USED SHUTOFF CROSSOVER d GAS LINE CROSSOVI NOTE: DRAIN LINE DRAIN LINE UNE TEST TO BE TEST TO BE CONDUCTED CONDUCTED AFTER ASSEMBLY AFTER ASSEMBLY. PER NOTE % 6 BELOW. INTERIOR PARTITION COUPLING WITH ADJUSTABLE FLOOR —SCREW CLAMPS ADJUST FALL TO 1/4' PER FOOT MIN. (1/8' PER FOOT IF THERE IS A CLEANOUT AT UPPER END OF SECTION) — CT ONLY) COLORS MUST MATCH DRAIN UNE — SEE 'NOTES FOR DETACHED DRAIN ASSEMBLY BELOW 6 DRAIN LINE CROSSOVER D TYPICAL DETACHED DRAIN ASSEMBLY NOTFS FOR T CHED AIL "E" --D 1. ABS PLASTIC PIPE FITTINGS AND JOINTS: USE SOLVENT CEMENT SPECIFICALLY MANUFACTURED FOR USE IN ABS 5. SUPPORT DRAIN LINES) BY FACTORY INSTALLED PLUMBERS TAPE OR PLASTIC STRAPS AT 48' O/C MAX. WRAP LOOSE END OF STRAP AROUND PIPE AND NAIL TO FLOOR JOIST OR FASTEN TO PLASTIC PIPE CONNECTIONS APPLY IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. SOLVENT SHALL COMPLY ASTM D 2235-81 OR NSF -14-1985. S I TOWARD SELF—TAPPING CHASSIS UTLET 1/4-CPEREW. SSTRE RORER/SL MIN. PFAER FOOT WHERE FACTORY INSTALLED CLEANOUT IS HATH 2. ALL JOINTS AND CONNECTIONS SHALL BE CORRECTLY PROVIDED AT UPPER END OF DRAIN LINE. ASSEMBLD FOR BE NSERTEDETO THE �FULL DEPTH OF�THE ISOCKETS PE LOF 6. PERFORM DRAIN LINE 'FLOOD LEVEL TEST' AFTER ASSEMBLY ACCORDING TO THE FOLLOWING PROCEDURE: EACH FITTING. THE MANUFACTURED HOME SHALL BE IN A LEVEL POSITION, ALL FIXTURES SHALL BE CONNECTED, AND THE ENTIRE SYSTEM 3. THE DRAIN OUTLET MUST BE PROVIDED WITH A MINIMUM CLEARANCE OF 3' IN ANY DIRECTION FROM ALL PARTS OF SHALL BE FILLED WITH WATER TO THE RIM OF THE TOILET L BE PLUGGED). AFTER ALL BOWL (TUB do SHOWER DRAINS SHALSHALL THE STRUCTURE OR APPURTENANCES AND WITH NOT LESS THAN 18' UNRESTRICTED CLEARANCE DIRECTLY IN FRONT TRAPPED AIR SUSTAI ED FOR ANOT ELESS EN ETHANE 5 MINUTESTHETWITHOUTBEVIDENCE OF THE DRAIN OUTLET. OF LEAKS, THEN THE SYSTEM SHALL BE UNPLUGGED AND WASTE PIPING ABOVE THE LEVEL OF THE TOILET 4. CLEANOUTS SHALL BE ACCESSIBLE THROUGH AN UNOBSTRUCTED MINIMUM CLEARANCE OF 12' DIRECTLY IN EMPTIED. THE LEAKAGE WHEN THE HIGH SHALL THEN BE SFIXTURES A TED AND SHOW E FILLED WITH NO nWATER do FRONT OF THE OPENING. EMPTIED SIMULTANIOUSLY TO OBTAIN THE MAXIMUM POSSIBLE Fi nW IN THE DRAIN PIPING. 1\7 VENT SANITARY TEE 1\- OR 2- PIPE TO MAIN DRAIN (-- LOOSE DRAIN SECTION NOTE - NO OLS SHALL BE USED ON THE QUICK DISCONNECT DEVICE. "" GAS CONNECTOR L ---SUPPLIED BY MANUFACTURER REMOVE DUST CAPS BEFORE CONNECTING 6 C TUB OR TUB/SHOWER r STRAINER AND I SWIVEL ADAPTER II APPROVED I COUPLINGS 1\7 PIPE 'P'— TRAP THE P—TRAP COVER W/ INSULATION W/ UNION 8 SHALL BE SHIPPED LOOSE 8 FIELD INSTALLED *P -TRAP F �+ FACTORY INSTALLED 1/Y MIN PIPE do ELBOWS ix W EACH SIDE OF MATING LIE. L—� 7J` SHIP LOOSE, SITE INSTALLED CPVC CROSSOVER PIPE NTH 2 ELBOWS. SIZED TO MATCH FACTORY PIPE SIZES. PIPE SHALL BE INSERTED TO FULL DEPTH OF EACH FITTING. USE SOLVENT CEMENT APPROVED FOR CPVC FITTINGS. ALT WATER CROSSOVER - CPV WA06 "SET-UP INSTRUCTIONS" PLUMBING wa yam Z D. HOLT 12-15-94 4-24-02 s -1 Z MARRIAGE UNE FLOOR DECKING GENERAL NOTES 2 x 6 RIM JOIST 1. THESE INSTRUCTIONS SHALL BE FOLLOWED F0(t FLOOR CONNECTION AND ELECTRICAL GROUNDING ACROSS FLOOR SEALER TO PREVENT INFILTRATION 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 'SHEET WITH S-10' DETAIL 'D' AND 'SHEET S-10, GENERAL NOTE NO. 4'. a BOTTOM BOARD — PATCH W/ VINYL TAPE AT LAG SCREWS 3/8' x S' MIN. LAG SCREWS O 16'0/C (ALTERNATE SIDES AS SHOWN) TYPICAL OUTRIGGER (MATING ANGLES NOT REQUIRED) FLOOR CONNECTION REQUIRED AT EACH MATING LINE 4A MARRIAGE LINE FLOOR DECKING I 2 x 6 RIM JOIST h� JOS P fes/ NO. " 0042077 yt .k I Eq3-31-M 1 CIVIL sl�Tf OF CAl110�� SOLDERLESS LUG FOR ALTERNATE GROUNDING 08 BARE COPPER WIRE I CONNECTION, SEE GENERAL Boa Taos TYPICAL OUTRIGGER NOTE # 2. ALTERNATE FLOOR CONNECTION 20 PSF 30 PSF GROUND CONNECTION REQUIRED AT EACH MATING LINE _ 4 oxAM ar B G. BUE �� 3-28-96 S-12 (2) LAYERS 151 FELF- 0R APPROVED QUAL FACTORY INSTALLED Bd NAILS AT 6' 0/0- (2) 213 RAFTER RAILS i AFTER RIDGE BEAM BOLTING,2- (MIN) PLYWOOD 8"x CLOSURE STRIP WITH 6d NAILS AT 6" 0/C TO 2X3 RAFTER RAIL AND (2) 6d NAILS TO EACH FTER. RIDGE BEAM 1/2- DIA BOLTS W/ WASHERS I 2 MIN. FROM TOP OR BOTTOM F RIDGE BEAM OR 3/8* LAG SCREWS. FOR SPACING AND BOLT CLUSTERS REQUIRED OVER SUPPORT POSTS SEE RIDGE CLOSE - UP DETAIL - 4:12 ROOF STANDARI 7/16" APA RATED 24/16 SHEATHING{B' UNIT SHIPPED LOOSE, INSTALLED WITH LONG LDIMENSION INE W/ 6d PERPENDICULAR OAC MATING n�TA II TYPICAL ROOF TRUSS 12 /16' APA RATED 24/1SHEATHING--� 7INS (2) LAYERS TYPE iS FELT OR ASPHALT RIDGE SHINGLES D INxST'l ALL.6 PEDDIMENSION OPERPEND PERPENDICULAR TOED ITH LONG BLOCK NG APPROVED EQUAL FIELD 112E �4�Ro0FING W/ 6d NAILS O 6" 0/C INSTALLED, EXTENDING 6 MINIMUM ON EACH SIDE NAILS AT EACH SHINGLE Of UNIT CENTERLINE UST COURSE OF SHINGLES FIELD INSTALLED W/ (4) 12 ROOF SHEATHING GA. x 1 1/4' ROOFING NAILS AT EACH SHINGLE GABLE TRUSS FACTORY'INSTALLED SHINGLES - -I (2) LAYERS 151 FELF- 0R APPROVED QUAL FACTORY INSTALLED Bd NAILS AT 6' 0/0- (2) 213 RAFTER RAILS i AFTER RIDGE BEAM BOLTING,2- (MIN) PLYWOOD 8"x CLOSURE STRIP WITH 6d NAILS AT 6" 0/C TO 2X3 RAFTER RAIL AND (2) 6d NAILS TO EACH FTER. RIDGE BEAM 1/2- DIA BOLTS W/ WASHERS I 2 MIN. FROM TOP OR BOTTOM F RIDGE BEAM OR 3/8* LAG SCREWS. FOR SPACING AND BOLT CLUSTERS REQUIRED OVER SUPPORT POSTS SEE RIDGE CLOSE - UP DETAIL - 4:12 ROOF STANDARI 7/16" APA RATED 24/16 SHEATHING{B' UNIT SHIPPED LOOSE, INSTALLED WITH LONG LDIMENSION INE W/ 6d PERPENDICULAR OAC MATING n�TA II TYPICAL ROOF TRUSS 12 A I SECTION - TRANSITION FF TAG ' 'C' UNIT FACTORY INSTALLED TEMPORARY WEATHER PROOFING MTL FOR PROTECTION DURING 1 TRANSIT & STORAGE � r.VrCOT A¢ N C. UNIT—r FIELD BOLTING QUANTITIES PER 2 1/8' MIN x BLOCKING .--��� (FACTORY INSTALLED) �— TYPICAL TAG UNIT TRUSSES AT 16' OR 24' O/C TAG UNIT MATING WALL. NOTESA 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE MANUFACTURER. 'xl6 GA. STAPLES 2 MAY 13EAUSED NTO SECUREATE TO THE FING NAILS I AS AN THE STANDARDASPHALT SHINGLES AND RIDGE SHINGLES. 3. ALL BOLTS & LAG SCREWS SHALL CONFORM TO ASTM SPEC - A -307 OR EQUAL. NO. �o C042077 6 01/23/03 p ""S�CLO�SE-UP TRUCTIONS 20 PS 60 PSF OF 30 PS 80 PSF DETAILS 40 PS 12 prum eT ).'HOLT ah 3 -23-03 9-96 S-1 C WMM BY T. MCGUIRE IBM (2) LAYERS TYPE 15 FELT OR ASPHALT RIDGE SHINGLES 3' MIN. APPROVED EQUAL FIELD FIELD INSTALLED W/ (2) LAG SCREW CLUSTER TABLE I INSTALLED, EXTENDING 6' 12 GA. x 1 1/4' ROOFING MINIMUM ON EACH SIDE OF UNIT NAILS AT EACH SHINGLE iv CLUSTER MAXIMUM SPAN OR ADJACENT SPAN LAST COURSE OF .- i PATTERN 20 P.S.F. 30 P.S.F. FACTORY INSTALLED SHINGLES FIELD .- a SHINGLES INSTALLED W/ (4) 12 GA x 1�' ROOF ,.� 1 SCREW 5'-0' 3'-8' NAILS AT EA. SHINGLE. N < 2 SCREWS 10'-0' 7'-0• (2) LAYERS 15/ FELT AFTER RIDGE BEAM 4 SCREWS 20'-0' 14'-0' OR APPROVED EQUAL BOLTING, ATTACH 3/8'z 6 SCREWS 30'-0' 21'—O' FACTORY INSTALLED 6' (MIN) PLYWOOD 1{2' BOLTS W/ WASTE CLOSURE STRIP WITH 3/8' DIA x 5' 8 SCREWS 40'-0' 28'-0' 2 MIN. FROM TOP OF RIDGE BEAM. FOR 6d NAILS AT 8' O/C TO IDLE BEAM AND (2) 6d LAG SCREW oo 10 SCREWS 50'-0' 35'-0' SPACING AND BOLT AILS TO EACH RAFTER, CLUSTER REQUIRED OVER OR COVWTHER 5' ACCESS LiIQ� SUPPORT POSTS SEE HOLES 30 SCREW CLUSTER REQUIRED ONLY WHEN RIDGE BEAM GALVANIZED ALGA. GALVANIZED METAL. 30 O/C - 20 P.S.F. SUPPORT POSTS ARE ON ONE SIDE OF C L 12 20' 0/C - 30 P.S.F. 2. LAG SCREW SPACING IN CLUSTER TO BE 2' TO 4' 0/C RIDGE CLOSE — UP DETAIL —212 ROOF JAI ALTERNATE RIDGE BEAM LAG SCREW DETAIL — 20 P.S.F. AND 30 P.S.F. ONLY IB RIDGE FIELD INSTALL 1/2'- BOLTS WITH WASHERS BEAM 48' F PSF C 0 2OR OR 2PSFFC BCLT CLUSTER TABLE 11 O 30 PSAT ROOF 24'' 0O0 /C O 40RIDGE ROOF OR 16' 0/C O 60/80 PSF ROOFS BEAM CLUSTER MAXIMUM SPAN OR ADJACENT SPAN • • o 0 0 o WHEN RIDGE BEAM SUPPORT PATTERN 20 P.S.F. 30 P.S.F. 40 P.S.F. 60 P.S.F. 80 P.S.F. POSTS ARE ON ONE SIDE OF 1 BOLT 2' TO < ONLY, A BOLT CLUSTER IS 12'-9' B'-10" 5'-0' 5'-0' 3'-10' N 4' 0/C REQUIRED AS SHOWN. FOR QUANTITY OF BOLTS. SEE 2 BOLTS 25'-6' 17'— 8' 9'-11' 9'-11' 7'-9- 1 TABLE II AT RIGHT. 3' BOLTS 38'-3' 26'— 7' 4 BOLTS --- 35'— 5' 19'-10' 19'-10' 15'-6' LONGITUDINAL OR TRANSVERSE �j 6 BOLTS --- --- 29'-8' 29'-8' 23'-3' RIDGE BEAM SUPPORT POSTS 14 8 BOLTS --- --- 39'-7' 39'-7' 31'-0' TYPICAL WALL STUDS it NOTE. 1 1. BOLT CLUSTER REQUIRED ONLY WHEN RIDGE BEAM F---TYPICAL FLOOR SUPPORT POSTS ARE ON ONE SIDE OF C L 24 2. BOLTS SHALL BE 1/2' (MIN.) WITH WASHERS -AT EACH END. RIDGE BEAM BOLTING DETAIL SEAL JOINT FOR ENTIRE LENGTH NOTES. C AT FLOOR TO FLOOR CONNECTION DECKING WITH EXTERIOR GRADE CAULKING OR EQUAL TO PROHIBIT AIR 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE MANUFACTURER. Q� FFSSfOq� AND WATER INFILTRATION FLOOR �OSEPp f 2. AS AN ALTERNATE TO ROOFING NAILS, 1'xt'x16 GA. STAPLES MAY BE USED TO SECURE THE � Q`� �0� STANDARD ASPHALT SHINGLES`>FP AND RIDGE SHINGLES. NO. 3. ALL BOLTS & LAG SCREWS SHALL CONFORM TO ASTM SPEC. C042077 - A-307 OR EQUAL 4. FOR ELECTRICAL GROUNDING BETWEEN SECTIONS, USE STAR EqL 3-31-2M4 - WASHERS AT BOTH ENDS OF THE 1/2' BOLT ON AT LEAST CIVIL , ONE OF THE BOLTS BETWEEN EACH CONNECTED SECTION. fjflfOrCALIM OUTRIGGERS 1/2'— BOLTS THROUGH MATING ANGLES AT 5. LAG SCREWS OR BOLTS IN A CLUSTER PATTERN MAY BE ALTERNATEO FOR ENDS OF OUTRIGGERS FACED UP TO 6. O/C PROVIDED THAT 2. 0/C TO 4. 0/C AVERAGE SPACING IS MAINTAINED THROUGHOUT "SET—UP ALTERNATE FLOOR CONNECTION W/ WASHERS.SEE THE CLUSTER. SET—UP INSTRUCTIONS" 20 P USING LAG SCREWS SEE DETAIL � NOTE #4 AT RIGHT) FLOOR AND ROOF 30 PS 80 jppir 2 CLOSE—UP DETAILS 40 PS - FLOOR CONNECTION lDi OWNBY D. HOLT "'12-20-94 1-01 _ "SET=UP INSTRUOTIONS WALL CLOSE—UP DETAILS q mm ar D. HOLT CAW W12-22-94 S-17 8 EXTERIOR WALL FRAMING TYPICAL WALL FRAMING W/ STUDS FACTORY INSTALLED �� OPENING IN AT 16' 0/C BELT RAIL HARDBOARD SIDING TYPICAL TOP PLATE WALL FOR FIELD INSTALLATION CAULKING TYP. STUDS AT OF BRIE, 16' 0/C 11 METER FIELD INSTALLED I z ETC .. . HARDBOARD BATT ENTIRE VOID AREAS TO b REMOVE FACTORY BE FILLED W/ MIN. R-1 11 g INSTALLED POLY—INSULATION. ETHYLENE SHEATHINGf\—'Z' OR 'H' FLASHING �� FIELD INSTALLED HARDBOARD SIDING W/ �� c CAULKING 6d CORROSIVE RE— SISTANT NAILS AT 6' O/C ENTIRE OPENING SHALL BE COVERED W/ POLY— II I 1` FIELD INSTALLED HARDBOARD FLOOR JOISTS EDGES AND FIELD. ETHYLENE SHEATHING jj SIDING W/ 8d CORROSIVE FIELD INSTALL RESISTANT NAILS AT 6' 0/C — FIELD INSTALLED DURING TRANSIT AND REMOVED PRIOR TO OF 11 --u-- TYP. BOTTOM EDGES AND FIELD. HARDBOARD BATTS SKIRTING (MAY BE ATTACHMENT PLATE n ONE PIECE) 6 HARDBOARD. 24 B D E T A I L A WALL OPENING WALL CLOSE — UP TV. STUDS AT 16 0/C TYP. TOP PLATE FACTORY INSTALLED EXTERIOR NOTES` FASTENERS MANUFACTURED FROM STEEL WIRE TYP. BLOCKING AT ALL EXTERIOR SIDING _ ENDWALL CLOSE—UP 1. ALL EXPOSED TO WEATHER SHALL BE ZINC COATED BY DEPOSITED II III II III II GYPSUM BOARD JOINTS Np, S_TUDS HOT—DIP GALVANIZED ZINC, MECHANICALLY OR EL ZINC. FASTENERS MANU— — II FIELD INSTALL 5/16' GYP. AT 18 O/C �— �� ZINC HER M fACTURED FROM ALUMINUM ALLOY WIRE OR OTHER ROM ALUMINUM ALLOYS EXPOSED TO THE WEATHER DO � III it 1 It BD. W/ CONT. BEAD OF P.V.A. GLUE AT ALL FRAM— 1 NON=FERROUS NOT REQUIRE PROTECTIVE COATINGS. 11 ING MEMBERS do ATTACH II CLOSE—UP MATERIAL SHALL BE SUPPLIED BY THE 11 I 0 11 W 3 16'x1'x19 GA STAPL II AT 8!O/C EDGES do FIELD3 2. ALL MANUFACTURER. AND NOT LESS THAN 1/4' " O I III II FROM SIDES do ENDS Q$ II III II 1 /2' GYP. BD. W/ /6 x 1 1' I I i II 111 II SCREWS OR 5d COOLER FIELD INSTALL GYPSUM FACTORY It 1` 11 III 11 NAILS OR .098 — SHANK x BOARD (MATCH EXISTING) GYPSUM BOARD p III 11 1ILONG x 19/64' HEAD PER DETAIL ZILL RING SHANK NAILS AT 11 AT LEFT) II 111 —IU -- --_w_-- 7' 0/C EDGES AND FIELD --�— AND NOT LESS THAN 3/8' FROM EDGES do ENDS. 8 TYP. BOTTOM PLATE 24 E INTERIOR ENDWALL CLOSE — UP D D E T A I L Q40fESSlo DOSE PH F ?o NO. 0042077 _ "SET=UP INSTRUOTIONS WALL CLOSE—UP DETAILS q mm ar D. HOLT CAW W12-22-94 S-17 8 INSTALLED HARDBOARD OR __FFACTORY PLYWOOD SIDING 'I' IFIELD INSTALL I I INSTALLFlELD 12' LENGTH OFALLED I MINIMUM 2' NIDE BATTEN LAP SIDING TEN WITH .I. I CUT FROM SAMELOCKING OVER < INTER— T 12. O/C FACTORY j' SID NG.IAATTACH HORIZONTAL I WITH SIDING UNDER— SEAL AT rEDGES INSTALLED I KITH 6d NAILS LAP SIDING (FACTORY I NEATH. ) PICALHARDBOARD OR PLYWOOD44P AT 6' 0 C EACH SIDE OF <. INSTALLED) I SOR�DSIDMG OFACTORY IDING 12 6' 6' MIN. MIN. ENDWALL CLOSE-UP DETAIL - HARDBOARD [A!ENDWALL CLOSE-UP DETAIL - LAP SIDING 12 JB 8 INSIDE CORNER CLOSE-UP ic TYPICAL RIDGE BEAM NOTES, 1. ALL FASTENERS MANUFACTURED FROM STEEL WIRE TRUSSES (WITHOUT NOTCH EXPOSED TO WEATHER SHALL BE ZINC COATED BY FOR OVERHANG) HOT—DIP GALVANIZED ZINC. MECHANICALLY DEPOSITED ZINC OR ELECTRODEPOSITED ZINC. FASTENERS MANU— FASCIA SPLICE FACTURED FROM ALUMINUM ALLOY WIRE OR OTHER FIELD APPLIED NON—FERROUS ALLOYS EXPOSED TO THE WEATHER DO rl PER DETAIL � NOT REWIRE PROTECTIVE COATINGS. 2. ALL CLOSE—UP MATERIAL SHALL BE SUPPLIED BY THE ENDWALL2X6 OUTLOOKERS MANUFACTURER. BELOW - EXTENDED 32' MIN _ IN FROM ENDWALL (FACTORY INSTALLED) FASCIA z � FACTORY INSTALLED 9' 9 FACTORY INSTALLED o OUTLOOKER SPACING MAX MAX OUTLOOKER SPACING FASCIA SPLICE AT RIDGE 16 D lx3x7' SPLICE BLOCK FIELD INSTALLED TO%QWOFESSIOMA! FASCIA WITH (4) 6d NAILS MIN. EACH 51�OSEPHFfj SIDE OF SPLICE ��P� 10 • • • NO. • C042077 E* 3-31--2004 - cm SlA7fOF CAUFO�� 2x8 FASCIA OR 1x4 RAFTER RAIL (UNDER HARDBOARD "SET-UP INSTRUCTIONS" FASCIA) WALL & ROOF CLOSE-UP DETAILS 6 — cumBy °1E D. HOLT S-16 ENDWALL FASCIA SPLICE AT RIDGE E 12-21-94 JUNCTION BOX P P JUNCTION TO N N BOX WITH METAL CIRCUITS G G COVER PLATE FACTORY P INSTALLED N G CROSSOVER FOR ONE CIRCUIT r_cam` I TO N CIRCUITS G JUN BOX Pl II II II II LISTED COMBINATION METERBASE DISTRIBUTION PANEL, JA002 OW OR APPROVED EQUAL SERVICE ENTRANCE CONDUCTORS - SIZE PER LOCAL CODES GROUND / NEUTRAL BAR UNDERGROUND CONDUIT TO BE RIGID STEEL OR OTHERWISE CONFORM TO LOCAL CODES AND REQUIREMENTS FIELD INSTALLED GROUNDING ELECTRODE CONDUCTOR FROM SERVICE EQUIPMENT TO GROUNDING ELECTRODE SYSTEM. WIRE SIZE PER THE FOLLOWING: SERVICE: 100 AMP - 6 COPPER 125 AMP - / 4 COPPER 150 AMP - rq 4 COPPER 200 AMP - / 4 COPPER P P 4 N G FLEX CONNECTOR, LOCK NUT AND PLASTIC BUSHING FLEX CONNECTOR TO BE GROUNDED ON SITE. MAIN HOT NARES GROUND WIRE FLOOR FLEX ELECTRICAL CONDUIT HARED AND SPLICED PER DIA- GRAMS AT LEFT. MAIN PANEL 2• NON-METALIC' CONDUIT RACEWAY FITTING FOR CONNECTING CONDUIT FROM METER BASE TO BE INSTALLED ON SITE 8 71 ­1NI nAtirn AC4ZF'VPi Y TO DISTRIBUTION PANEL SPLICES TO BE JUNCTION BOX g z.ptCONNECtORS.MADEW1APPROVED . J—BOX SIZING: 100 AMP-4•x10•x10 FLEX ELECTRICAL 200AMP-4•x10'x12 J CONDUIT TO PARK PANEL BOX. SPLICE CONNECTORS REQUIRED FOR 100 AMP SERVICE AND 8 LARGER. FOR 50 AMP SERVICE, A PLUG—IN CORD IS PROVIDED A ELECTRICAL FEEDER ASSEMBLY GENERAL NOTES: 1, WARNING- DO NOT PROVIDE ELECTRICAL POWER UNTIL THE GROUNDING ELECTRODE SYSTEM IS INSTALLED do 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 FOUNDATION OR WITH THE EARTH, CONSISTING OF ATTING THATILEAST 20 FEET OFIN DIRECTACT 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 *CPERNOT ALLER THAN NUMBER 4 OR OTHER APPROVEDUCTOR GROUND NG SYSTEMS PER 250-81 AND 250-83 OF THE NEC. 3. MAIN PANEL WITH METER BOX SHALL NOT BE INSTALLED ON HOMES WITH METAL SIDING. mm By I _ Bae "SET—UP INSTRUCTIONS" ELECTRICAL 8 MAW By D. HOLT °AIE12-16-94 S-15 TYPICAL GROMMET FLOOR INSULATION (FACT. INSTALLED) FURNACE CONNECTION TYP. 4' x 10' ADJUSTABLE REGISTER (FACTORY INSTALLED) PUP 0 TYP. 10' OR 12' COLLAR. FACTORY INSTALLED 46 OPTIONAL FLEX DUCT FOR TAG UNIT _ FIELD INSTALLED WHERE REQUIRED LMIXING BOX PER DET. 4' MIN. GROUND CLEARANCE (FIELD INSTALLED)(ALT: 10'— OR 12*— FLEX DUCT CROSSOVER DUCT ALTERNATE- AIR SUPPLY PER SHIPPED LOOSE AND FIELD DET. MAY REST ON CONT. P.T. OR FOUNDATION REDWOOD) (FIELD INSTALLED) INSTALLED (R-4 MIN.., TYP.) FLEX HEAT DUCT CROSSOVER — DOWNFLOW FURNACE 16 A STANDARD HEAT DUCT FACTORY INSTALLED .016 MIN. GALV. OR ALUM. MIXING BOX INSULATED W/ FLOOR R-4 MIN. HEAT REGISTER ONLY FACTORY INSTALLED I E / ATTACH FLEX DUCTS TO SEALED DUCT MATERIAL 2) 10'— OR 12'- COLLARS COMBUSTION FACTORY INSTALLED ONE EACH SIDE) W/ TYP. OR ELECTRIC COLLARS. ATTACH OTHER END OF FLEX DUCT TO TYP. FACTORY HEAT DUCT PER INSTALLED 14'— COLLAR FOI — 8'— COLLAR 12 CROSSOVER DUC_ FACTORY MIXING BOX DETAIL p 14'- FLEX DUCT INSTALLEDuN9owSSHIPPED LOOSE FIELD INSTALLED. �� By Mff (TO BE SUPPORTED — FROM EVERY GROM— MET W/ BAILEY WIRE) 6'— FLEX DUCT - LISTED MIN. R-4 14' x 10' x 10' OR 14' x 12' SHIPPED LOOSE, 'Y' GALVINIZED do INSULATED W/ R-4 MIN. FIELD INSTALLED SHIPPED LOOSE AND FIELD INSTALLED. - 10'— OR 12'— FLEX DUCT SHIPPED LOOSE AND FIELD INSTALLED. WANG "SET—UP INSTRUCTIONS" MECHANICAL - ALTERNATE ALTERNATE AIR SUPPLY METHOD 16 B OPTION REMOTE REGISTER DUN er D. HOLT °"'�12_2o—e4 S— LONGITUDINAL TIE DOWN BRACKET IS INSTALLED IN PLANT.. - ALT BRACKET MAY BE INSTALLED ON SITE PROVIDED THAT THE CAPACITY IS RATED FOR 3150 LBS WORKING LOAD AND INSTALLED PER BRACKET MANUFACTURE'S ENDWALL— �� INSTRUCTIONS. FLOW OR ` 5 r INSTALL ONE 1 APR_ PROVED TIE- DOWN STRAP AT EACH END OF H EACH FLOOR SECTION 45 DE MAX 0 ir W APPROVED ANCHOR WITH ANCHOR TO BE IN LINE WITH STRAP SINGLE TENSIONING HEAD UNLESS APPROVED STABILIZER PLATE OR COLLAR IS INSTALLED FOR 45' MAX. ANGLE, 'W' MUST BE GREATER OR EQUAL TO 'H'. USE (1) LONGITUDINAL TIE DOWN AT EACH ENO OF EACH SECTION SINGLE WADE LONGITUDINAL TIE DOWN REQUIRE MAIN 1 -BEAM 3" FULL WIDTH WELDS 1/8. OR Y THICKNESS OF BRACKET (MIN). LONGITUDINAL TIEDOWN STRAP BRACKET DETAIL PLAN VIEW A SECTION B SECTION • C SECTION I --------------J MAX 'A' 'B' 'C' = 13'-6" %t, 1. Nom t. REFER TO NOTES ON PAGE S-20 FOR STRAPPING AND ANCHORING SPECS. 1 1/2' 6 -9 I I I 1 9'-0' A 1 B C I I I DOUBLE OR TRIPLE WIDE BRACKET IS itgo. STEEL MIN. S-21 �P 10 N0. C042077 Eq. 3-31-2004 F --------------- LONGITUDINAL TIEDOWN REQUIREMENTS WAVO " TM YRID ZDrtES ,aS�'1 �� DAIS: 11/29/99 1 only 0' �, sams TOWN SYSTEM GENERAL NOTES - FLOOR 1. THE TIEDOWN SYSTEM SHOWN CONSISTING OF STEEL STRAPS, ^� \ BUCKLES AND GROUND ANCHORS IS ONE ACCEPTABLE METHOD CHASSIS OF ANCHORAGE. ALTERNATES TO THESE METHODS, MATERIALS, APPROVED TE -DOWN STRAP ACICSAPPED SPACINGS, ETC... MAY BE USED PROVIDED THEY MEET THE LOAD TOAROUNDCI MAIN BEAM AND ATTACHED \� MAIN BEAM CAPACITY REQUIREMENTS SPECIFIED IN NOTE 2 BELOW AND ARE PER DETAILS TO BUCgE AND ALACHLOR HEAD LISTED AND CERTIFIED BY A PROFESSIONAL ENGINEER OR ARCH- ITECT AND APPROVED BY THE LOCAL ENFORCEMENT AGENCY. TF 2.ALL GROUND ANCHORS, STEEL STRAPS, AND CONNECTIONS SHALL APPROVED SUPPORT BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD OF PER FOOTING PER 3 AT LEAST 3150 LBS. PLUS A 50% OVERLOAD (4725 LBS.) WITHOU v \y - DRAWING FAILURE. ALL ANCHORING EQUIPMENT SHALL BE CERTIFIED BY A PROFESSIONAL ENGINEER OR ARCHITECT AS TO ITS CAPACITY I o 1 TO RESIST THE FORCES SPECIFIED BASED ON ANGLE OF INSTAL- GROUNDEp LATION AND SOIL TYPE IN ACCORDANCE WITH ASTM D3953-91, GROUND STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL & SEALS. ANCHOR SOIL TYPE AT HOME LOCATION SHALL MEET OR EXCEED THE EMBED ANCHOR PER ANCHORING EQUIPMENT MANUFACTURERS REQUIREMENTS. GENERAL NOTE 16. 3. HORIZONTAL WAND PRESSURE - 15 PSF. u T I E - D O W N D E T A I L 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. WEAVE SUFFI IDIT LENGTH OF TIE -DOWN STRAP THRO" I S. ALL ANCHORING EQUIPT. EXPOSED TO WEATHER SHALL HAVE A B� TOP SLOT OF BUCKLE THEN DONN THROUGH THE BOTTOM \ TOP RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUAL TO SLOT OF BU �, SLOT OF THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS SNOT OF BIKXIE FOR A SECOND 1RIIE AS ' BUgQE, MAIN BE BUCKLE THAN 0.30 OUNCES PER SQ. FOOT OF SURFACE COATED. ALL SHOWN N FIGURE 8-1 !� SEE DETAIL STEEL STRAPPING SHALL BE AT LEAST 1 1/4- WIDE z .035' THICK zol PER TYPE 1. FINISH B. GRADE 1 STEEL, do CERT. BY A PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING TO ASTM D3953-91 WRAP THE 7E -DOWN STRAP AROUND THE MAN BEAM 6. GROUND ANCHORS SHALL BE INSTALLED TO THEIR FULL DEPTH, B2 THEN THROUGH THE TOP SLOT OF THE BUCQE FOR MALI BOTTOM EMBEDDED BELOW FROST UNE, AND AT LEAST 12' ABOVE THE THIRD IBIE AS SHOWN IN FIGURE B-2. THEN BEAM SLOT OF -y THE WATER TABLE. STABILIZER PLATES SHOULD BE INSTALLED DMV THE TE -DOWN STRAP DM TO THEE D _ BUCKLE Kau TO PROVIDE ADDED RESISTANCE. ANCHOR HEAD AND CONNECT PER DETAIL B 7. IN UEU OF THE TIE -DOWN SYSTEM HEREIN, GOLDEN WEST HOMES WALL ALLOW INSTALLATION OF ANY HOME ON A PERMANENT FOUNDATION SYSTEM OR OTHER APPROVED TIE -DOWN OR MOIL IT IS IMPORTANT TO RENOVE ALL SAO( FROM CHLOR STRAP REQUIREMENTS OF THE OT MEEETS THE CEMENT AG LIVE OAD THE SYSTEM AROF THE LOAD AROUNDMAN BEAM ASSEIfBLY. TO PROTECT STRAPS AGAINST SHARP CORNERS OF 1 -BEAM, CAPACITY REQUIREMENTS IN NOTE 2 ABOVE, AND IS SIGNED BY CUT A PIECE OF STRAPPING TO WRAP AROUND THE I -BEAM B — 1 A PROFESSIONAL ENGINEER OR ARCHITECT. ANY SUCH SYSTEM BEFORE THE TIEDOWN STRAP IS WRAPPED AROUND THE BEAM. USED MUST BE COMPATIBLE WITH THE GOLDEN WEST HOMES T I E - D O W N S T R A P T O M A I N B E A M D E T A I L- LONGITUDINAL FLOOR CONSTRUCTION. B to i C1 C2 C3 CSL / No. ljq OD42O71 INSERT THE TENSION BOLT INTO USE A 15/16' SDC 0 OR OPEN END TO HOLD BOLT UNDER 1ENSION WHILE REPOSITIONING ONCE FULLY TENSIONED, ALIGN k -A -M THE NUT LLOOOSELY THEN HEAD ANDAINSERT COMPLETE TURNS ON BOLT UNTIL %DICH WRENCH TO MAXIE AT LEAST FOUR THE 1SOCKET %8' SQUARE SHOULDER OF THE BOLT. WITH SQUARE HOLE IN ANCHOR OR VaCH, PLACE AN OPEN END THE SQUARE KECK OF THEBOLT RA r mi THE STRAP INTO THE SLOTTED STRAP IS TUAT. THEN F009RM THE 15/16' SOCKET OR WRENCH TO HEAD AND TIGHTEN THE HEX NUL nOfCAUFO \ 9" OF THE TENSION BOLT FACILITATE THE FINAL TENSIONING. THIS WILL DRAW THE 1W0 TO- puma AS SHOWN. AFTER STRAP IS GETHER AND LOC( THE SYSTEM TYPICAL 2Omum PSF BEND IT P AT 90 11NE SLO1 INTO ITS FINAL POS17XK TIE -DOWN BEND IT LP AT IOP. DETAILS 160 PSF 80 PRF 30 PSF 40 PSF - e �� in D. HOLT NMrz:5-23-95 TIE - DOWN STRAP TO GROUND ANCHOR DETAIL CAc\�cnnTM OAX11-25-99S-'20 J` pRA1M0 TAG UNIT DE CK RAILING WAN 6! mw Hoof was ALL 2/99 S- 99 HOMES ,e-- ROOF CONNECTION PER ZjLi NNECTION PER MA AI ..JNNECTION PER SET-UP MANUAL WIDE SECTION VIEW ---- - - 24'O.C. FLAT OUTLOOKERS 2 x 6 OUTLOOKER (FACTORY INSTALLED MAIN UNIT \ N DORMER TRUSS — W/ VERTICAL WEBS O 16" O.C. TRUSSES I MAIN UNIT R (2) 2 x 4'S 7/16 O.S.B. 1 x 3 R.S. SCREEN x 6 R.S. FACTORY INSTALLED) (STEP FLASHING (5' HIGH) FLAT OUTLOOKERS� 2 x 6 OUTLOOKER - (FACTORY INSTALLED) TAG UNIT MARRIAGE WALL 2 x 6 FLAT 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 .MAIN UNIT 1 1 � p. In -STEP FLASHING (5" HIGH) 2:1 8 ROOF CONNECTION — DETAIL C NOTES: Mem RnM fff NO. C042077 Up. 3-31-24Q4 °RAS TRIPLE WIDE (TAG) wms INTERCONNECTION DETAILS 2030,40 3 60,80 PS ALT. WALL. CONNECTION E1Mm � �J �12/18/9 S—� 8 unxtcc a AFTER RIDGE BEAM BOLTING PROCEDURE IS COMPLETED. FIELD INSTALL (2) LAYERS OF FELT OVER & EXTENDING 6' MINIMUM EACH SIDE OF RIDGE BEAM FACTORYYRINSTLLED FELT I FACTORY INSTALLED SHINGLES FACTORY INSTALLED VENT PIPE VENT FLASHING — GALV. METAL OR MINIMUM 50f ROOFING MATERIAL. HOLE TO BE CUT THROUGH FELT LAYERS FOR VENT , PIPE AS REQUIRED SHINGLES THAT OVERLAY ASPHALT CEMENT THE FLANGE TO BE BEDDED MOULDED AROUND PIPE AT IN PLASTIC ASPHALT CEMENT. FLASHING CONTACT SURFACE. (ALT: RUBBER GASKET) 1� 21, UP APPLICATIONS VENT PIPE AT RIDGE DETAIL NO : 1. THE ABOVE APPLICATION METHOD MAY BE FACTORY V OSi S Plior INSTALLED AT NON—MATING RIDGES. 2. SHINGLES SHALL NOT BE INSTALLED ON A ROOF HAVING �P� NO. j�0A SLOPE LESS THAN 2' IN 1� WARRANTS THE SHINE FOR2E A LESSER SLO RUFACTURER 0042077 3. SHINGLES ARE TO BE CLASS 'C' WIND RESISTANT OR BETTER. Eq, 3-31-40f)4 4. FOR FASTENING SHINGLES, USE 1 1/4'x 12 GA. GALV. cIVIt. ROOFING NAILS OR 1'x 1'x 16 GA. STAPLES. EOFCAUF�� men ROOF CLOSE—UP APPLICATIONS VENT PIPE AT RIDGE duw 91 DATED. HOLT 12-28-94 S— FIELD INSTALL RIDGE SHINGLES PER DETAIL AND l HOLE MAY BE CUT I IN RIDGE SHINGLE FOR VENT PIPE rULL BACK FACTORY UFT FIRST COURSE INSTALLED FELT TO OF THE FACTORY ^ EXPOSE ACCESS FOR INSTALLED SHINGLES EAVE CONNECTIONS TO FACILITATE THE AND FELT OVER EAVE INSTALLATION OF VENT FLASHING AND FACTORY 5/16' MINIMUM INSTALLED %PLYWOOD INTER -WEAVING WITH EAVE SHINGLES SHINGLES /j SHEATHING za. 4 VENT FLASHING - GALV. METAL OR MINIMUM 50/ ROOFING MATERIAL OR TYPICAL APPROVED ROOF JACK. REMAINDER OF THE SHINGLE COURSES SHALL BE LAID OVER UPPER PORTION OF THE VENT FLASHING FLANGE AS SHOWN FIELD INSTALL —y �P ASPHALT CEMENT ---" -7- (2) (2) LAYERS OF TYPE 15 MOULDED AROUND PIPE AT FELT UNDERLAYMENT FLASHING CONTACT SURFACE.S EN SHINGLES W FULLY CEMENTED BETWEEN (ALT: RUBBER GASKET) GALV ROOFING NAILS/OR"1'x7GA. SHINGLES THAT OVERLAY LAYERS WITH PLT 16 GA. STAPLES. THE FLANGE TO BE FIRMLY ASPHALT CEMENT FIELD INSTALL EAVE SHINGLES - SHINGLES SHALL BE CLASS 'C' EMBEDDED IN PLASTIC METAL DRIP EDGE STARTING AT BOTTOM AND WORKING WIND RESISTANT OR BETTER ASPHALT CEMENT. DIRECTLY ON DECK TOWARD FACTORY INSTALLED SHINGLES WITH (4) FASTENERS PER SHINGLE PER MFR'S. INSTALLATION INSTRUCTIONS 2 v 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 P I P E A TADD — O N E A V E 12 A SHINGLES AND UNDERLAYMENT ADD-ON EAVE INSTALLATION TABLE HOLD ROOF SHEATHING AND SHINGLES ROOF LOAD 3/8' SHEATHING (GRAIN PERPINDICULAR BACK FROM OUTSIDE FACE OF SIDEWALL TO TRUSSES W/ 6d NAILS O 6' O/C I 10';. EXTEND UNDERLAYMENT OUT 24' TO 1 20 PSF3p PSF 40 PSF 60 PSF 80 PSF PERIMETER, EDGES. AND FIELD. I 36' FROM THIS POINT (TO END OF FASCIA) MAXIMUM EAVE 24' 24' 18' 16' 16" I AND FOLD BACK FOR TRANSIT. PROTECT PROJECTION MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM DRIP EDGE PER SHINGLE MFR'RS. I UNROOFED PORTION W/ POLYETHYLENE �J COVER FOR TRANSIT AND STORAGE. 1 x 3 LEDGER No. ex No. 8x2 No. 8x2 No. 8x2 No. 8x2 INSTALLATION INSTRUCTIONS SCREWS SCREWS SCREWS SCREWS SCREWS 1 r'' TRUSSES O 16' O/C CONNECTION AT 8'o/C AT 8'0 C AT 8'0 C AT 6'0/C AT 6'0 C 1 z 3 LEDGER TO RAFTER RAIL I / 3 7/16—x 3 7 16 x 3� 7 18 x 3 No. ex 3 No. ex FASTENED PER TABLE AT RIGHT 1 I (ALT: 24' 0/C FOR 20 PSF ROOF ONLY) 1 x 4 RAIL S'xiSGA . 3'x15GA . Sx13GA 2 WOOD 2 W000 1 x 4 RAIL FASTENED TO I 1 MOTES: CONNECTION STAPLES STAPLES STAPLES I SCREWS I SCREWS BLOCKS PER TABLE AT RIGHT 1 - FASTEN SHINGLES W/ 11'x 12 GA. 2 z 6 EAVE 24' 0/C 18' O/C 16' O/C I 18' 0/C 16" 0//C 1' z 24 GA. STRAP O EA. BLOCK 1 GALV ROOFING NAILS OR 1'x 1'x BLOCK SPACING MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAMMLM W/ (7) 7/16' x 1' x 16 GA STAPLES 1 18 GA. STAPLES. EACH END OF STRAP -SHINGLES SHALL BE CLASS 'C' usl 2 x 8 FASCIA TO BLOCK W/ I WIND RESISTANT OR BETTER ,��0 q,�FSEPF/ (3) 16d NAILS 1 x 8 MINIMUM RAFTER RAIL . S A�� el' 2 x 6 EAVE BLOCKS SPACED PER TABLE AT RIGHT 1/2" HARDBOARD SOFFIT W 6d NAILS O 6' 0/C PERIMETER, EDGE do FIELD. SEAL. CAULK, ETC. JOINT BETWEEN MAX. EAV SOFFIT AND SIDEWALL PROJECTION PER TABLE AT RIGHT A D D — O N E A V E D E T A I L SIDEWALL 2 x 4 BLOCKS BETWEEN EAVE BLOCKS O 48' 0/C (EVERY THIRD BAY) FOR 16' EAVE, AND 24' 0/C (EVERY BAY) FOR 24' EAVES. FASTEN 2X6 EAVE BLOCKS TO EACH END OF 2X4 BLOCKS W/ (2) 16d END OR TOE -NAILED. FASTEN (ON-SITE) 2X4 BLOCKS TO 1 x 3 LEDGER WITH (3) J6 X 2\- WOOD SCREWS. NO. C042D77 Eq. 3-31-M ROOF CLOSE—UP APPLICATIONS 30 PSF 40 PSF ADD—ON EAVE 6o PSF 80 PSF 8 WAN NY D. HOLT GAk 2-8 3 WAN BY - Mir _-95 S-3. NO. M20n CIVIL nl�orCAU10�"� MAIM ROOF CLOSE-UP APPLICATIONS ALTERNATE VALLEY - WAM or D. HOLT a¢12-28-94 S— 31 INSTALL SHINGLES UP TO RIDGE SHHINGLINGLNSTALES OVER • PULL BACK FACTORY INSTALLED FELT RIDGE WITH (4) STAPLES RI (2) LAYERS FELT, FIELD RI NAILS PER SHINGLE RIDGE BEAM WITH (1) STAPLE OR TO EXPOSE ACCESS FOR RIDGE BEAM BOLTING. WHEN FINISHED INSTALL 30 GA. V INSTALLED OVER AND EXTENDING MINIMUM NAIL ON EA. SIDE AS SHOWN GALV. METAL OR PLYWOOD ACCESS EACH SIDE OF RIDGE BEAM STRIP OVER HOLES. ROLL FELT BACK ATTACH WITH S� fX� TO RIDGE JOINT AND STAPLES OR NAILS. --- FOR FASTENING SHINGLES USE FACTORY INSTALLED -- 11"x12 GA. GALV. ROOFING SHINGLES �, NAILS OR 1'x1"x16 GA. STAPLES S (2) LAYERS FELT, FIELD INSTALLED AND EXTENDING 6" - FIELD INSTALL RIDGE SHINGLES OVER RIDGE OVER MATING JOINT, SAME AS OVER RIDGE BEAM FIELD INSTALLED FELT OVER JOINT ROLL • � ROOFING _- FACTORY INSTALLED VALLEY ROLL ROOFING (BOTTOM 12" TO BE LOOSE AND NOT NAILED DOWN) PULL BACK SITE APPLIED SHINGLES FACTORY 36" WADE. 50/ MIN. ROLL ROOFING WOVEN OVER THE VALLEY AS INSTALLED FELT FIELD INSTALLED OVER VALLEY, (4) STAPLES OR SHOWN. ATTACH EACH SHINGLE UNDERLAYMENT TO EXPOS LAPPED UNDER FACTORY NAILS PER SHINGLE WITH (4) STAPLES OR NAILS ACCESS FOR RIDGE BEAM INSTALLED ROLL ROOFING 12" AS SHOWN INSURING THAT NO NAIL IS WATT BOLTING. WHEN FINISHED AND FULLY CEMENTED AT LAP. IN 6' OF CENTER OF VALLEY INSTALL 30 GA. GALV. METAL OR INTERWEAVE FIELD INSTALLED SHINGLES PLYWOOD ACCESS STRIP OVER LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, HOLES. ROLL FELT BACK TO �2) ACTORY INSTALLED FELT 6" STARTING AT BOTTOM AND WORKING TO 2. JOINT AND ATTACH WITH AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN STAPLES OR NAILS. ,ROOF CLOSE - UP DETAILS ALTERNATE VALLEY NO. M20n CIVIL nl�orCAU10�"� MAIM ROOF CLOSE-UP APPLICATIONS ALTERNATE VALLEY - WAM or D. HOLT a¢12-28-94 S— 31 PULL BACK FACTORY INSTALLED FELT INSTALL SHINGLES UP TO NSTALL RIDGE TO EXPOSE ACCESS FOR RIDGE BEAM (2) LAYERS FELT, FIELD RIDGE WITH (4) STAPLES SHINGLES OVER BOLTING. WHEN FINISHED INSTALL 30 GA. GALV. INSTALLED OVER AND OR NAILS PER SHINGLE RIDGE BEAM WITH (1) STAPLE OR METAL OR PLYWOOD ACCESS STRIP OVER HOLES. ROLL FELT BACK EXTENDING 6" MINIMUM NAIL ON EA. SIDE TO RIDGE JOINT AND ATTACH WITH ' EACH SIDE OF RIDGE BEAM AS SHOWN STAPLES OR NAILS. 3• fXP FACTORY INSTALLED SHINGLES --���— fFOR FASTENING SHINGLES USE 11"x12 GA. GALV. ROOFING NAILS OR 1"x1"x16 GA. STAPLES / (2) LAYERS FELT, FIELD 5 —6• INSTALLED AND EXTENDING 6" OVER RIDGE FIELD INSTALL RIDGE SHINGLES OVER MATING JOINT, SAME AS OVER RIDGE BEAM FIELD INSTALLED FELT OVER JOINT { i FACTORY INSTALLED VALLEY ROLL ROOFING S/�• �� ALL EXPOSED EDGES OF SHINGLES TO BE FIRMLY EMBEDDED ,1 N PLASTIC ASPHALT CEMENT PULL BACK FACTORY INSTALLED FELT 36" WIDE, 90/ ROLL ROOFING UNDERLAYMENT TO EXPOS FIELD INSTALLED OVER VALLEY, OR STAPLES ACCESS FOR RIDGE BEAM LAPPED UNDER FACTORY NAI NAILS PER SHINGLE BOLTING. WHEN FINISHED INSTALLED ROLL ROOFING 12" AS SHOWN INSTALL 30 GA. GALV. METAL OR AND FULLY CEMENTED AT LAP. PLYWOOD ACCESS STRIP OVER INTERWEAVE FIELD INSTALLED SHINGLES HOLES. ROLL FELT BACK TO (2) LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, 2. JOINT AND ATTACH WITH STAPLES OR NAILS. ° FACTORY INSTALLED FELT 6" STARTING AT BOTTOM AND WORKING TO AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN 24 ROOF. CLOSE - UP DETAILS TAG WITH STANDARD GABLE A 1{QfESSto pSEPyFQt NO. OD42077 EIL t&Uj ^ CIVIL �I OEcwwfO` � °RA�10 ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE CRAN NY D. HOLT "12-27-94 S-30 E 18" SQUARE x 12" DEEP I MINIMUM CONCRETE FOOTING (TYPICAL ------ --- AT EACH POST) x8 DF .HDR ROOF LINE OF — I (TYPICAL) ACCESSORY COVER ROOF UNE OF THE MANUFACTURED HOME I SIDEWALL OF THE 1AANUTACTURED I HOME 1 PROVIDE PERIMETER I SUPPORTS AT 5'-0" 0/C PER DRAWING ti�SrD�\ P L A N O F A C C E S S O R Y C 0 V E R aasc=• CHASSIS PIER SUPPORTS P R DRAWING N u WW N �\ • 1' W -0'L 8 1a® 12 MIN. 3 MANUFACTURED HOME FASCIA l � SIDEWALL OF THE ��� MANUFACTURED I HOME IZED AND/OR AS CROSS - SECTION KEY NOTES FACTORY INSTALLED HARDBOARD SIDING iv I CONC. BLOCK SUPPORT SCREWS AT 4' 0/C STAGGERED. PIERS AT 5'-0" 0/C r— © PER DETAIL 16' A C C E S S O R Y C O V E R C R O S S — L 2' VAX. . I OXERAL NOTES A. THE HOMES' INSTALLATION MANUAL MUST CONTAIN A LETTER SIGNED BY GOLDEN WEST HOMES' QUALITY CONTROL MANAGER VERIFYING THAT THE HOME (IDENTIFIED BY SERIAL NUMBER) HAS BEEN CONSTRUCTED TO ALLOW AN AWNING OR CARPORT ATTACHMENT. B. ROOF LIVE LOAD - 30 PSF MAXIMUM iALL WITH C. ALL LOCAL CREOUIREME14TS AND THE 199,CESSORY C0\CR 1 EDITION OF THE YUNIFORM BUILDING CODE. CONSTRUCTION AND MATERIALS FOR SUPPORT PIERS/PADS SHALL COMPLY WITH STATE CODES FOR 1 1 I D MANUFACTURED HOMES. D. ALL FASTENERS FOR ACCESSORY COVER SHALL BE GALVAN- REQUIRED BY THE LOCAL BUILDING OFFICIAL I IZED AND/OR AS CROSS - SECTION KEY NOTES I 3 10 I Q 2x6 CONTINUOUS LEDGER ATTACHED TO MANUFACTURED HOME 2x8 FASCIA WITH No. 8 x 3' GALVANIZED WOOD iv I SCREWS AT 4' 0/C STAGGERED. (ZD SIMPSON "U26' JOIST HANGER (OR EQUAL) AT EACH RAFTER. 1 Q3 APPLY 2x8 BLOCKING BETWEEN RAFTERS AT EACH RAFTER BAY OVER 4x8 HEADER. ENDNWITH(AIIL OR TOENAIL EACH END OF w 1$22 NAILS AT 8 0/C.OENAII WITH 16d NAILS AND T U BLOCKING TO HEADER a 04 1/2" APA RATED CCX PLYWOOD (24/0) SHEATHING APPLIED 70 F(fAMING WITH 8d W U. Z W/ FACE GRAIN PERPENDICULAR GALVANIZED BOX NAILS AT 8' 0/C EDGES AND FIELD. ADJACENT COURSES. EDGE -NAIL L) LS STAGGER ENDS BETWEEN PLYWOOD TO 2x6 LEDGER AND 2x6 BLOCKING ABOVE HDR. W L to 46 APPLY COMPOSITION ROOFING SHINGLES AND LINDERLAYMENT IN ACCORDANCE WITH MANUFACTURERS INSTALLATION JA INSTRUCTIONS. START AT ACCESSORY STRUCTURE FASCIA AND WORK TOWARD AND INTER -WEAVE W/ FACTORY INSTALLED SHINGLES USING PROPER HEADLAP. 16" © PERIMETER SUPPORT FOOTINGS: FOR 1500 PSF SOIL USE (1) 16*x 16"x 4" THICK PAD UNDER EA. SET OF BLOCKS. FOR 1000 PSF SOIL USE (2) 16% 16"x 4" THICK PADS UNDER EACH SET OF BLOCKS. Q 2x6 DF No. 2 RAFTERS AT 16" O/C ® SIMPSON H4 FROM EACH RAFTER TO 48 HEADER (D SIMPSON "PC44" POST CAP (OR EQUAL) EA. POST TO HEADER. 48 DF No. 2 HEADER/BEAM 11 4x4 P.T. DF POSTS AT 8'-D" O/C MAXIMUM SPACING 1® SIMPSON "PB44" POST BASE (OR EQUAL) AT EACH POST v �V4IEEISIO =SEE CROSS SEP f� SECTION KEY 9 Q j0 H NOTES AT o ABOVE RIGHT 1 , ND. C042077 CONCRETE 1 FOOTING AT E, EACH POST i CMI r'•::4. o/C.. . . .4. L_ AU1�� -imI= LOADS N aAo10 ACCESSORY COVER 20 30 PSF SF 18' SQ. WL -5-25-95 is Our+ ex D. HOLT S-60 g wra er - air: - C T I O N SITE—BUILT 'CALIFORNIA" FILL FRAMING OVER MANUFACTURED HOME VALLEY SHINGLE APPLIC ON INSTALL PER � IVS OR o ri _ ___ ___ _______ EXTERIOR WALL OF MANUFACTURED HOME CONNECT WASHER/ DRYER UTILITIES AS REQUIRED 5/8' TYPE X GYPSUM BOARD MAY BE APPLIED TO EXTERIOR OF MANUFACTURED HOME AT GARAGE AREA ONLY W/ 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 W3 MIL SHEATHING TO PREVENT DAMAGE FRIOM NIMUM THE ELEMENTS DUR NGNE TRANSIT AND SET-UP). DOOR BETWEEN HOUSE AND GARAGE SHALL BE MINIMUM 1 3/8' THICK SOLID WOOD OR LISTTEED 20 MINUTE FIRE DOOR WITH SELF CLOSER. L. ALL WALLS ADJACENT TO HOME SHALL BE OF ONE HOUR FIRE RESISTIVE CONSTRUCTION PER LOCAL I� ENFORCEMENT AGENCY II I�1 I I 11 II II II II I I I I 11 II 11 SITE -BUILT WALLS 'I I I it I II II i� 11 II II II II II 11 II �i 11 11 II 11 II II II II II II II II II II OPTIONAL SITE -BUILT ENTRY THIS PER DETT AIL NOTE: GARAGE SHALL BE SITE CONSTRUCTED PER REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY. VERIFY ALL MINIMUM SIZES AND CLEARANCES WITH LOCAL ENFORCEMENT AGENCY. 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME (FEE STANDING). 2 THE ENTRY IISGSUBJECT To THE N AND CAPPROVAL TION OF HOF GARAGE THE HE LOCA ENFORCEMENT AGENCY. 3 INSTALLED AS PARTNOFRTH ( ORIGINAL INSTALLATIRE THAT THE ON. BE PAS AGE OR HOUSE AND GARAGE 4 NOTSCOUNTOAS ONE OFNTHEESHALL TWO REQUIRED EGRESSDO RS 5. ARENOTPERMIITTED DIRECTLYTHE GARAGE (INTOUDING PASSAGE DOORS), A BEDROOM. 48 �24'-0-0' PLAN VIEW SITE - BUILT GARAGE EXTERIOR WALLMANUFACTURED OF MANUFACTURED OPENING TO w HOME HOME _ -:Fl -- -i1CN rT } COVER TO SANITARYII FIELD TRY TEE AND FIELD I� I INSTALLED W I I �ET ENTRY ALL WALLS ADJACENT DOR TO HOME SHALL BE OF FIELD INSTALL HOT AND r ONE HOUR FIRE RESISTIVE II CONSTRUCTION PER LOCAL WASHER ENFORCEMENT AGENCY 11 III I 1 II I I I ENTRY/GARAGE DOR BETWEEN HOUSE AND GARAGE SHALL BE MINIMUM SHALL BE SITE CONSTRUCTED PER APPROVAL 1 3/8' THICK SOLID WOOD OR OF THE LOCAL ENFORCEMENT LISTED 20 MINUTE FIRE DOOR AGENCY. VERIFY ALL MINIMUM WITH SELF CLOSER. D CLEARANCES NTH LLOCALAENFORCEMENT AGENCY. al AN VFW -7- SITE - BUILT ENTRY AT GARAG 'I I I it I II II i� 11 II II II II II 11 II �i 11 11 II 11 II II II II II II II II II II OPTIONAL SITE -BUILT ENTRY THIS PER DETT AIL NOTE: GARAGE SHALL BE SITE CONSTRUCTED PER REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY. VERIFY ALL MINIMUM SIZES AND CLEARANCES WITH LOCAL ENFORCEMENT AGENCY. 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME (FEE STANDING). 2 THE ENTRY IISGSUBJECT To THE N AND CAPPROVAL TION OF HOF GARAGE THE HE LOCA ENFORCEMENT AGENCY. 3 INSTALLED AS PARTNOFRTH ( ORIGINAL INSTALLATIRE THAT THE ON. BE PAS AGE OR HOUSE AND GARAGE 4 NOTSCOUNTOAS ONE OFNTHEESHALL TWO REQUIRED EGRESSDO RS 5. ARENOTPERMIITTED DIRECTLYTHE GARAGE (INTOUDING PASSAGE DOORS), A BEDROOM. 48 TO WASHER AND/OR EXTERIOR SIDING SITE CONSTRUCTED I OF MANUFACTURED HOME ONE-HOUR FIRE WALL it I 11 1 REMOVE ACCESS II REMOVE ACCESS COVER COVER TO SANITARYII OVER WATER LINES. TEE AND FIELD ELBOW OFF OF FACTORY INSTALL WASHER I INSTALLED LINES AND TRAP ARM, II FIELD INSTALL HOT AND 'P' -TRAP AND II I COLD HOSE BIBBS FOR STANDPIPE I I II I WASHER I I 11 I FACTORY INSTALLED I 1 II I I I WATER LINES II I I II FACTORY INSTALLED WASTE LINE. SANITARY I I TEE AND VENT THROUGH ROOF 11 FACTORY INSTALLED ELECTRICAL. JUNCTION BOX ('J' -BOX) FIELD INSTALL WIRINGL+ 1 FROM FACTORY ------yam I INSTALLED 'J' -BOX h TO WASHER AND/OR II DRYER RECEPTACLE 11 1 EXTEND FACTORY 1t 1 INSTALLED GASI I PIPE AND FIELD II INSTALL SHUT-OFF II 1 VALVE AS REQUIRED FORL_= 11 I FACTORY ALL GAS DRYERit GAS ALLLLFlELD INSTALLED ELECTRICAL. GAS. WASTE AND WATER LINES SHALL CONFORM TO THE REQUIREMENTS OT THE LOCAL ENFORCEMENT AGENCY. 0"1N0 "SET Iff D. HOLT "'E01-03-95IS-50 FACTORY INSTALLED EXTERIOR FIREPLACE CHASE. (13'-6' MAX. TRANSPORTATION HEIGHT) FOR SITE -BUILT CHASE FOLLOW FIREPLACE MANUFACTURERS INSTALLATION INSTRUCTIONS, 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. art FACTORY INSTALLED CHIMNEY THROUGH ROOF WITH ROOF FLASHING. (13'-6' MAXIMUM TRANSPORTATION HEIGHT) L A 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. 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 FEET, THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FFET ABOVE THE PEAK OF THE ROOF PER FIG. A -A BELOW. IF THE HORIZONTAL DISTANCE FROM THE CHIMNEY EDGE TO THE PEAK IS GREATER THAN 10 FEET, A 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. B -B BELOW. IN ALL CASES THE CHIMNEY CANNOT BE LESS THAN 3 FEET ABOVE THE EDGE OF THE ROOF AT THE EGDE OF THE CHIMNEY. CHIMNEY LESS PEAK OF ROOF 0 ROOF FIGURE A -A CHIMNEY 10'-0" c PEAK OF ROOF 1 ROOF FIGURE B -B 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 Ems. 3-31-2M4 °1� "SET-UP INSTRUCTIONS' FIREPLACE CHIMNEY INSTALLATION 32 atm IN IMI B D. HOLT 12-29-94 S-41 FACTORY INSTALLED NOTES DOUBLEWIDE INSTRUCTIONS I TRIPLEWIDE INSTRUCTIONS ElAPPLY 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 F FACTORY INSTALLED 2x4 CONTINUOUS TRUSS W/ (1) No.S8 xE3" WOODLEDGER TOCSCREW. APPLY 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 END OF OUTER SECTION PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND DNDERLAYMENT PER STRUCTURAL DRAWING No. 96.60 FACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 FACTORY INSTALLED 2x4 CONTINUOUS LEDGERTO W/ (1) No.S8 xE3" WOODCSCREW. TRUSS G E N E R A L N 0 T E S 1. ALL MATERIALS REQUIRED FOR SITE CLOSE—OFF SUCH SHINGLES, SHEATHING, FASCIA OUTLOOKERS, BOLTS, ATTIC VENTS, kLASHING, 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 HWEATHER OME DURING TRANSIITUNROOFED AND STORAGE.TIONS OF 4. ALL FASTENERS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT. mmIrf UAg Al MSW )1/17 HINGED ROOF mt FACTORY INSTALLED NOTES of ow►wa CRB °A� 1-23-97 40 PS MP nufacturi S-63 SITE INSTRUCTIONS DOUBLEWIDE INSTRUCTIONS OBOLT RIDGE BEAM HALVES TOGETHER AT MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL "A". OAT EACH END OF ROOF, INSTALL 2x6 No. 2 H.F OUTLOOKERS AT 28" O/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. OINSTALL 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 SHEATHING OVER ENTIRE SURFACE OF SITE INSTALLED CAP. FASTEN SHEATHING WITH 8d NAILS AT 6" O/C EDGES, PERIMETER AND FIELD. OINSTALL 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 OFASTEN EACH HINGED KING POST TO 2x4 LEDGER W/ (2) No. 8 x 3" WOOD SCREWS. ® INSTALL CAP TRUSSES TO EACH HINGED RAFTER CHORD WITH A 6 3/4" OVERLAP EACH SIDE. FASTEN EACH SIDE WITH (4) 8d NAILS. F O R C L O S E — 0 F F TRIPLEWIDE INSTRUCTIONS m OBOLT RIDGE BEAMS TOGETHER AT MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL W. OAT EACH END OF ROOF, INSTALL 2x6 No. 2 H.F OUTLOOKERS AT 28" O/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 CONN CTION. OINSTALL 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 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. OINSTALL 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 OFASTEN 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. G E N E R A L N 0 T E S 1. ALL MATERIALS REQUIRED FOR SITE CLOSE—OFF SUCH FASC OUTLOOKERS BO TS, ATTIC SHEATHING�VENTS,APLASHING, 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 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 FACTORY INSTALLED ON MANUFACTURED HOME. INSTALL SIDING PER MANUFACTURERS INSTRUCTIONS WITH 6d CORROSIVE RESISTANT NAILS AT 6" O.C. EDGES AND FIELD. a�isaa air er awNo SITE INSTRUCTIONS MPnufac rng, FOR HINGE ROOF CLOSE — OFF K CRB 1-22-97I4 Pcr1 5-62 A 32 3/8- MAX TYPICAL LISTED CAP TRUSS 12 5 T T ■ ? -�_ 2 1 A REMOVE TEMPORARY SHEATHING INSTALLED OVER THE FOLDED DOWN CAP TRUSS AND INSTALL 3/8' APA RATED 24/0 SHEATHING ,WHICH IS SHIPPED LOOSE. TO SIDE OF CAP TRUSS ON EACH END OF HOME ONCE THE TRUSS IS HINGED UP. TYPICAL MAIN ROOF TRUSS FOR DOLIBLEWIDE CAP TRUSS HINGED TO MAIN TRUSS WITH NYLON STRAP ENABLING THE TRUSS TO FOLD DOWN INTO ROOF CAVITY FOR TRANSPORT. a— INSTALL TEMPORARY 2X3 STUD GRADE EDGERAIL TO EACH KINGPOST WITH (1) No. 8 X 3' WOOD SCREW SECURE CAP TRUSS TO MAIN TRUSS W/ (3) 7/16' X 2 1/2' X 15 GA STAPLES FASTEND FROM BOTTOM CHORD OF WN. SHOWN- O— HOUSS INTO TOP CHORD OF MAIN TA ORAJL MENTIONED ABOVE AND REATTACH OVE TO KINGPOSTORARY EOF CAP TRUSS WITH (2) 7/16- X 2-1/2' X 15 GA STAPLES. MISC NOTES 7/16/02 OSITE INSTALLED ITEM — SEE SHEET 5-62 U.O.N. 'SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF'. EFACTORY INSTALLED ITEM — SEE SHEET 5-63 U.O.N. 'FACTORY INSTALLED NOTES'. USERAI NOTEg: 1. FOR HOMES WITHOUT 'ALTERNATE CONSTRUCTION' APPROVAL. FUEL BURNING FURNACE AND WATER HEATEI NOT BE POSITIONED IN THAT THEY EXTEND THROUGH THE HINMGEDSUCH POR ON OF ROOF - WOULD 2. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. 3. ALL MATERIALS REOUIRED FOR SITE CLOSE—OFF SUCH AS SHINGLES. . RIDGE BOLTS, ATTIC EATHINGVENTS. ETC... SHALL �BEASU FLIED BYE S THE FACTORY AND SHIPPED LOOSE WITH THE UNIT. x�eas wa alien ar bAl HINGED ROOF CLOSE—OFF BY oAA 7/3/02 40 PS S-61.1 TM o�,� Mo (FACTORY INSTALLED) AT TRUSS PROFILE FOR TRIP ON AT DOUBLEWIDE TRUSS PROFILE 11/20/00 Elm SITE INSTALLED ITEM — SEE SHEET S-62 'SITE INSTRUCTIONS FOR HINGE ROOF CLOSE CFF'. _FACTORY INSTALLED ITEM — SEE SHEET S-63 'FACTORY INSTALLED NOTES". GENERAL 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. versals n BrF U-1 MS HINGED ROOF Manufacturing, CLOSE—OFF JHBOSLP WAN BY CRB DAT 1-23-97 140 PSF1 S-61 v A F A C T O R Y DOUBLEWIDE INSTRUCTIONS I N S T A L L E D N 0 T E S APPLY 3/8" MIN. ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. HINSTALL 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 HFACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 D FACTORY INSTALLED 2x4 CONTINUOUS LEDGER TOW/ (1) No.S8 xE3" WOODCSCREW. TRUSS P. TRIPLEWIDE INSTRUCTIONS m ®APPLY 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 END OF OUTER SECTION PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND DNDERLAYMENT PER STRUCTURAL DRAWING No. 96.60 HFACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 HFACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASTENED TO EACH TRUSS W/ (1) No. 8 x 3" WOOD SCREW. G E N E R A L N 0 T E S 1 SUCH SHINGLES, SHEATHING. FASCIACLOSE—OFF OUTLOOKERS, BOLTS, ATTIC VENTS, PLASHING, 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 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. I rn I Kvsm er I "it I HINGED ROOF mc FACTORY INSTALLED NOTES of am ura CRB DAN 1-23-97 4n PSI LMP nufacturing S-63 NO. C042O77 CIVIL OfCAU1O ' 0RA1�0 ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE MAN BY D. HOLT "'12-27-94 S_,30 PULL BACK FACTORY INSTALLED FELT INSTALL SHINGLES UP TO RIDGE WITH (4) STAPLES NSTALL RIDGE SHINGLES OVER TO EXPOSE ACCESS FOR RIDGE BEAM (2) LAYERS FELT. FIELD OR NAILS PER SHINGLE RIDGE BEAM WITH BOLTING. WHEN FINISHED INSTALL 30 GA. INSTALLED OVER AND STAPLE OR GALV. METAL OR PLYWOOD ACCESS EXTENDING 6' MINIMUM NA NAIL ON EA SIDE STRIP OVER HOLES. ROLL FELT BACK EACH SIDE OF RIDGE BEAM AS SHOWN TO RIDGE JOINT AND ATTACH WITH y STAPLES OR NAILS. * FACTORY INSTALLED � FOR FASTENING SHINGLES USE ¢. SHINGLES 1l'x12 GA. GALV. ROOFING NAILS OR 1'x1'x16 GA. STAPLES (2) LAYERS FELT, FIELD INSTALLED AND EXTENDING 6' OVER RIDGE FIELD INSTALL RIDGE SHINGLES OVER MATING JOINT. SAME AS OVER RIDGE BEAM FIELD INSTALLED FELT 4 OVER JOINT 4 FACTORY INSTALLED VALLEY ROLL ROOFING ALL EXPOSED EDGES TO OF SHINGLES BE FIRMLY EMBEDDED N PLASTIC ASPHALT • 1 �' CEMENT PULL BACK FACTORY INSTALLED FELT 36' WIDE. 90/ ROLL ROOFING UNDERLAYMENT TO EXPOS FIELD INSTALLED OVER VALLEY, (4) STAPLES OR ACCESS FOR RIDGE BEAM LAPPED UNDER FACTORY NAILS PER SHINGLE BOLTING, WHEN FINISHED INSTALLED ROLL ROOFING 12' AS SHOWN INSTALL 30 GA. GALV. METAL OR AND FULLY CEMENTED AT LAP. PLYWOOD ACCESS STRIP OVER INTERWEAVE FIELD INSTALLED SHINGLES HOLES. ROLL FELT BACK TO . (2) LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, 2. JOINT AND ATTACH WITH FACTORY INSTALLED FELT 6' STARTING AT BOTTOM AND WORKING TO STAPLES OR NAILS. ° AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN 24 ROOF CLOSE - UP DETAILS TAG WITH STANDARD GABLE lAl NO. C042O77 CIVIL OfCAU1O ' 0RA1�0 ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE MAN BY D. HOLT "'12-27-94 S_,30 att vCL Cs�m� 0 Cie" vit,d4 13„ ' OU`TTE COWt 4UILDING ®EPARTMf-',q PERFORMER SERIES - GE 681F' R V ` FOJR BEDROOM, TWO BAIK FAMLY ROOM - `B36 SO. FT. i� ' 13'-6' CARPET LAYOUT STANDARD CARPET WHO ROOM ----------u Is AWRY ROOM MASTER BEDROOM/RETREAT BEDROOMS J2. 13 & 14 LINO J LIKO ------------ LDO LD40 13-6 32-0 ]C)LM HAU ----------- W1 OPT. GLAMOUR BATH ADD 11'-0- ------------------------Lwo Po -- ---------------- 1 21-5, 3.-1 V4' 4'-Q' , 3'.4 314' 4' Ir 4'.11- V-3 UP pi, -"'F4 44 - - 2-0 - I 30 PSF C) 30 -030 P5F 30 P5F 0 30 PW (a>30 P5F 30 PSF n3 3MO 5'.5 V2, PSF *D--' py 5'-51/4' V-5 f14- V -S V2' 1 2 30 P5F 30 P6F n3 ISI -T-1 51V , V-5 5/6' , 3'-2- 1 20 (-1) 110 11 30 PSF 440 OPTIONAL CARPET MASTER BATH DINING ROOM '-0' GUESI IIATH SCRAP 13.6 &S-0 -__________ --------------- ----------------------- • (BEARING WALLS) (CLEAR SPAN) BUTTE cou" DEPARTMOW GOLDEN WEST HOMES AIBANY DIVISION =I' BLVD. f4W ALIIIIIJ1.91 11 (541) 9 6- 63: Ph - 800) 858-3552 F- V DRAWNG TITLE CARPET & PIER LOC. ORIGINAL UR -NO BY S. FINSTER SIDEWAU: 4' OR 6* 6" WALLS PRODUCT GOLDEN-LJI-L GE 681E-04 PI ER N 0. PIER FOOTING SIZE REQUIRED (SO. IN.) PIER PIER FOOTING SIZE REQUIRED (SO. IN.) NO. CAPACITY I ILEIS.) 1000 PSF 1500 PSF 20DO PSF PIER NO. I CAPACITY (LEIS.) FOOTING SIZE REQUIRED SO, IN.) IWO P517 1500 PSF 20M P-1� PI ER No' I PIER FOOTING SIZE REOUIRED (SO. IN.) CA(LPBASC.I)TY 1000 PSF 150D PSF 2000 PSF 1 1 TY '(LBS,) I low PSF 15W PSF 2000 PSF so. .836 E AT 10 14-03 Q 2000 1 288 192 1 4000 576 384 288 (5-) 6000 864 576, 432 IOODO 1440 960 720 SHEET REVISED_ 02 j44 25M 1 360 1 240 1 80 11 _ (4) 1 5G00 720 480 360 C�) 8000 1152 768 5761200 1728 1152 864 1 -A ' BUTTE COUNTY JUN 08 2005 DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONU: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE 9: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER Last Name ,y i ame Address J City t"C Sta Zip. 7 Phone Fax E-mail A} PPLICANT NAME CONTRACTOR Name Address City City - Zi � 5 State i Zip Phones -3 j_ zn- Fax E-mail Lic.#�CIG�G�� C�ssrC� A} PPLICANT NAME ARCHITECT/ENGINEER Name Address City City Zi � 5 State Zip Phone Lot # Fax E-mail State License Number A} PPLICANT NAME g Name G- J ' Address � a T City State�a Zi � 5 Phone -19 - :-260 > 6 7 Fax E-mail Lot # APPLI ANT IGNATURE X For office use only: J Zoning s Flood Zone SRA No Occ.`� Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BIN # LOCATION AP# 0z7 -I qo '03 Property Address 500 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 Description or Scope of Work: �2? "� VS Sq. Footage ❑ 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 OVER FOR SUBMITTAL REQUIREMENTS L K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 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: [ Cr- �' Bldg SRA Receipt #: Sheriff SMIP Other Date: IS.- Total REV t , CDF FIRE SAFE REQUIREMENTS AP# 027-140-057 PERMIT # 05-1393 NAME: Pereria 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 thispermit. 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 T provided unobstructed access to conventional drive vehicles, including sedans r and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. I Driveway Radius R [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. P [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and T T unobstructed vertical clearance of 15 feet along its entire length. U [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in T length, shall provide a turnout near the midpoint of the driveway. Where a 1 driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [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., T 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. . �T 1V. T S 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 [X] If Building Setback is 15 to 30 Feet: ✓ Class A or B roof ✓ Enclosed eaves [ ] If Building Setback is Less Than 15 Feet — ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials [l 06/08/2005 Darren Read Date Signature C D F CDF FIRE SAFE REQUIREMENTS AP# 027-140-057 PERMIT # 05-1393 NAME: Pereria Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius [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. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3.- Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. C co 11 Q U 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. T 1 [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. 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S Stab Noy Be Subsitulled. ENGINEERS STAMP I STATE APPROVAL 11 PP pp���!t NGD.re �y��nC P R t I TL35 fateaekq StMn . I 3013 HIBa.•tl.rr• �3e2, Ph Iv1el ur.2b01 F•s (916)/816020 •R�� DRAWN 0.0ohmen 1 11./15/03 Ash_ Fi1tEET OF 2 6HEETO (•:nt7 �uN ���� t•.b� aomnala pAv. utb �„of t)e6a waoaM u.e OlttCa oeltOl71<.�141t� '' ti'_I:4 MwernLebfalotAom/nQaeahOf�AM'f t.atAmtlbrueaOOBkd &AM MO m u3 R / NA - lfrlb�N I TL35 fateaekq StMn . I 3013 HIBa.•tl.rr• �3e2, Ph Iv1el ur.2b01 F•s (916)/816020 •R�� DRAWN 0.0ohmen 1 11./15/03 Ash_ Fi1tEET OF 2 6HEETO CHASSIS FRAME -n CHASSIS CONC. >IM& APPROVED ABS BFAR24G_PI DO OE DO -M SEE C,NR1 CHASSIS OCAM 1-J- t,�lz SEE SHEET I FOH VERTICAL SUPPORTS CN0 TE 00»-3 SEE CNARt f",; Elt.nw S4nq ad o .- o.C- x-(Nin.) SN Not. BMo- holdOewd w Nordin-Pw.neL Opt. h -(m ) APA Roted nl'.d. shad%, Naz ./ 6d O 6' O.C. Edon. O 12' O.C. new. 0-g•..1oxe.-� 14 R.Ow v rt. o J2" O.C. Al..,,, LM..b (Tabk a) Hot,,: CW I' off Bolfom a Emt yydd�.pp AM Frle9 7' Bo, Retwx ./ Bd O 1'O.C. (s.. N d. 16) FND. Reams Unit Fl- Mots floc w,t Fo naaton Redo Chaaai. 2.4 rop P.T.. Roz ./ I6d O la• O.C. pmr-e0_2.44 O la' O.C. Cone. Stem.aA OPL,%.C.0. /4 Rob., Cant E+i,tiq Gods 56,9--- f:.M b -W 7' 8w-, Bd o 4' O.0 -- 2TMF.) S« Not. BM..- Fka M.1.9 A'=;') - Nwdbodrd w N.rdk-P-tw. Opl. i<7mnJ APA Rat.d Pll'.d. Sh.alhiq Mol ./ Bd O a' O.C. Cogs. 4t 12' O.C. i*w. --n- Mall •-•- F1ear ball Erhlinq E.fariw hek'q O IOb.t. MIaeN ro TRIPLE WIDE s. EM Me~ .12'./10 SLS .2. Bar _.- __..___-_7N Top PIMA. Mt,ch -/ RALi8Al0)6Anrt6aoR "Ae01M RAwz AEA01� 2'.110 Sr.S O 24' O.C, s« Sde.o. Clot -- -_ -Pmr-.4-2.4'. o la' O.C. a"., ----- Opt. N.C.B. ICme,s.mM. rx' ac. WIND-- 70 MPH - 80 MPH. 2,4 P.I. Pb1•._._- -....-_II Repan Cml Co.. sam-.. a 1. R -bo, V d. O JYr O.C. Opt. N.CoL n A" CMM (iaDN O) 14 R.W, Cml. Note: (W,... NCO b It"- Cul 2- oN Ooftwn 01 E.IrL Note: S;0' AM Ie.. 7' Ba, f a M -e., MPF 9.14 R.- VM. O J2'0.C. ad O 4'O.C. I. C w A E/o-W MCe 's U,N) (s.. Not, IS) /4 R.Mr CmL NON-FND. Ready Unit. • SEC ALL SECrra•1 C -C FOR F0UIfo4r0NS OWR 60' of LENCn4 SECTION C -C NZ Lwt.,w b It - L•"OOd Wadgn /w l4wl'p -a YRK HTR R'w20S f -tin -Concnl. sea m-sar e -e roob.q USC 2 .213{6' Cul Wdaher., »/ All Anchor Bolt., Section A -A scab:)/0 -I'-0- Un'1 E,Yti.q E.t,,:o, S;S.q fx. al Min .b;.t k rm..f Concrat. X.. tote of F'wil Wutl Sha, 00. Mood ".Og.r w B1oc,iny Iw lA.-0nq F»rd Fat.Id Z' Bw rb O .' O.C. x7min.)Sw Mol. Beb. Cul E+utiq SEhq 2'(mN.)- F1.d tolW.d C1o,we M,IP. Z Sm Sae Not. 6 ydy}jF --- At. NCO etn E+fe.ior i - F.w wf.. A.7m;n.)-- -.... ml NCB IIP NCO /ml s 1. Cont F.ordeoard w ^parcel, a i _ / OW i{'(mFJ APA Rated METAL PKR OPT. METAL FOR SF+P,m rP19 w L•/4 VeN. O 4B' O.G Py.d. Sboottwq NW ./ 44-2x1 Tap Pld.. Naz ./ ---- Eaud O Each AncAw O .' O.C. EN••. R I2' O.C. Ifid O 19' O.C. t. . Ball Loc.lbn. N.I ./ !»l0. _••--rM.•r.0-L 4'. O 16' O.C. 4-10d O Sal Pbl. _..._._Cam. St -aA TIM. N.C.B. and 4-19d o Rim 91.20',9 v.' BIu20' / ., TOA&. Jui+l r 4 cmc DFyNF SPoeed o EM.dI ..---1. R.ew Cent Sao Not. Bob. S.14=8- s« Not. B.b- NOTE. 14 Reeve Vwt. o az' �12.- Too,. 1 Cul 2' Or/ Soil- oI E.i,Unq S;,;" .M 0.c(R.qu: d Oben M.tdl T Bon A Rano] ./Bd'. 0 6. S.C. N.C.9. Slem.a. V.N.) Cmc. EPn r. Tis Ancho,, NON: Span -d vw f Dom CAort UuIBSR. FootFq ./ Iz' vena UMa Ib. 10"Sg. rom q -/ ,.' VA. Unity AIL Section A -A d C-CAk SetilOf7 C -C o-' J 8 ^ I -0 b: J/B 1' -fl' •__ S@SectionScB-B scala: DOUBLE WIDE TRIPLE WIDE '.�•�, io � RALi8Al0)6Anrt6aoR "Ae01M RAwz AEA01� fEX,� Pony -aa - 2.4 stun, O 16' O.C. ;•red WIND-- 70 MPH - 80 MPH. EXP.'C'. SEISMIC ZONE 4 z.. P.r. w M. RD". fZ D NIfBER OFOOSBME-0 A/4CMORS FOR 61491910E AND END OF MANUFACTURED NOTE w0m SP® 6E1fiiC 1NO. OF BSE TM DOWNS NO. OF EM w1 FOR LENGHM OF TE 007%440 00 00 t------ [;;IQ TO Aid EXP.'C A.1PSP EINE 4 4 0 0 4 6 7 0 4 .S' - - - - - ---rap A Botlom 70 APN EXP.'C 17A 08F ERIE t 4 0 0 e ' e0 LPN EXP. -C-. 22.0 PBF ZOt4E 4 e B 10 0 LATERAL TIES FOR Eoncnt. rootq /• ��` FOUNDATION PLAN "C" • STEPPED FOOTING DETAIL scut: a/e•.r-o• U.Ikv EAT. sdmq floor M.0. mat edoe•o.c. rr;m �rbw B4 O a• O.C. Fi•w i 11W 'A.' (mi..) A4 84'q. (Moan N.e.naryJ. Nwl It- _ Hdrdb-d m N dl.pOn.1 to ,4n Wt -/ I6d O 1610.C. -re'7 /•2.a Ilrt\, opt.%, (m;n.) MA RofM 2,, Np Pm. Ndl b &1'9. w .neo Bl07Cs / sr -'s ,c -E / I( y \I 11 u \I �''.d. Sh-th V Nal ./ed. O 6' O.C. Cdq. Q Iso k.,l ./ red o IaO.0 A/ r Vas SpECd:CO I 1 )I \\ I \ 12' O.C. F. p,,,-,/�-2. r, o 18.0-C. l terA!Z-. FILL ONLYCEL•S - TI I\ TI \\ JL -,L JL _.ail Bd O a' O.C. h4 P.r. Prot._ 1j•.rla'Aa O 0'- ' O.C. ./ 2"12.11(,' wa,hw �., WROkFORCE'WE.NT /4 ICP A SIDE NEW END NEW _.--z BOr.O- TYPICAL CLOSURE DETAIL Pana r6• srar w' r•,c srlw FKE w S-OIT. FKE .C4 v' Co CPR! END ilE DOWN E+b6nq E,Iwiw Sainq-� c ANGOR NOTE: END RE DOM7S CAN BE LOCAICO WITHIN - '%--'-Z 24' OF EITHER SIDE OF CFW.SS/S BEAM AXIS. oRaL 3• •cl- .• non wtwm w10 Cat r.¢. - MIN. DISTANCE FROM ME GROUND TO CHASSIS naw Jokl vsE C.•Sn' w (PO.Y CKNr Is 12' AND IS' TO THE BOTTOM OF' 11 IE FLOOR Z" B., - Nfdgg.r r0 XCIA /•. 7 JOIST. Co•c r. xl�w raeM o.,wa Nf.a W.. r0' AB. O 72' -d dg,, /w 2,4 P.TO.C.. Pbt. I" 0 Cant. st-9 OPT. METAL PIER OpL NCB. - • BOTTOM OF FOOI;NG TO BE 12• BELOW EXTERIOR GRA _ • ,---- ' 'C- /4 Pato/ CmL2.-� (rrnm NCB i. IhN) i3{a' Cut Useahan '• TO BE USED FCVNDATION SYSTEM PLAN I en Wow/ NI 'ye• /4 R v -rt. O 32.O.C. AnCtwr Bolts (. m FKB i4 . ** MANUFAC]-URI:O HOME _ _ _ -- /. .ew-cmf. R PERIMETER CLOSURE: SUPPORT WALL Aft Section A -A 2, &M'q. 1! n, NNlggta NNo Net.a.ary. NOa Vai/r spo dv of Ntdgge+. Mae .).1 top PA,te C. fang Fouts Tim -- _-Scmmed Vent _ .-214 F -o q to, Air - wnl -2N OW".0 soda o ,d'O.C. 2N P.7. SO Pla. •• --y. 410' Aa (tlp.) S. -- stem.W roofing TYP. FND. WALL CONSTRUCTION scvi J%R•-f'-or / 31'h 10' O.C./ O 72' / 2.. P.T. PNf. / C -C. st-oil Opt. KGs. - -- - I 1e Retm Cml (NN.n NCB N U,ed) 14 Poevert. O a20.Poe--V-. 1'moedM r Anehw (.tem ma a U.N) Spred Per r Oo.n Chwl /4 R.e., C -f. Typ. ne Dorm. $Cala: _- ' 01cc 1 p OPT. METAL ArcJr- SecDat B -B PT. METAL PIE/ P -d Cane. /mt.ga GENERALNOTES t. THIS FOUNDATION PLAN IS DESIGNED TO BE PLACED WITH MANUFACTURED HOME: MAKE: -- MODEL. -- 2. DESIGN LOADS: ' ROOF LIVE. LOAD: 20 to 80 P.S.F. FLOOR LIVE LOAD: 40 P.S.F. WIND LOAD: d0 MPH. EXP.'C- 22.6 P.S.F. SEISMIC ZONE: 4 J. THIS FOUNDATION IS FOR.PLACING MT-G'O HOMES CONSTRUCTED r/ LONGITUDINAL OR GROSS JOIST. 4. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 2000 P.S.I. IN 28 DAYS. 5. THIS FOUNDATION PLAN IS DESIGNER TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO CXIS77NG SOIL PROBLEMS. SOIL BEARING - 1000 P.S.F. 6. MFG'0 HOME MAY BE SHIPPED FROM THE FACTORY WITH SIDING CUT BACK 2." AND 7' BAR INSIALLED. 7. FOUNDATION CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTING FOUNDATION. B. PROVIDE RLOCK-OUTS IN THE SIDEWALL STEMWALL FOR ELECTRICAL AND PLUMBING SERVICE F-NERANCES. (VERIFY LOCATIONS ON.MANUVACTUREO HOME WITH MFC.) ENGINEERS STAMP I STATE APPROVAL REVISIONS BY i y<o] N nw c-.ftw s.h. 3617 HmDNA t I- Ptc (916814072804 Fec (910) 481-0020 H C to _C 10 - Q. ; O E , O V '.�•�, io � RALi8Al0)6Anrt6aoR "Ae01M RAwz AEA01� fEX,� ;•red :; t_" � 'F�,Ip' '^.1c vT n. !lir :.. ...yam• RR90.LL00�110f AOfOO.mQMtl19 A"Y O.OpiR00A eaNY1fa11 W.1 U900Y1/oe Arw,cA.ueun u�Alos9gAlpzo O° v3 w1 REVISIONS BY i y<o] N nw c-.ftw s.h. 3617 HmDNA t I- Ptc (916814072804 Fec (910) 481-0020 H C to _C 10 - Q. ; O E , O V , r SITE FLAN .. ............. ........... ... ...1.......................... ... ....................... .... ... . 3 ...I... .. ... I.... ... ..... �........ i�LAfvNr "G�vi�„gniiiE° ...�, .. _.. ..........1.... ................ j...... ................ .. .. .. .. ..... i.. 1_ tN���c�' ....?.. ............................' afej' ' ... - „� .... .. vp �... �. .. ............ .. .. .. .. .. .. ........... .. .. .. .. ... .. .. At1r. 4 \ ;.. ;.. ;.....: .. !� .. S..... e: .. .. .. .. .. .}..,.... 1• .. .�. ...........lT• L•.. �- .. .. .. .. .. .. ... .. .. -met i. • ... .............................. .. i .. ... .......... .. .. .. �•- .. .. a1GiRV1Y�Wb'�iY�..! • Y�•••i��•i••ibi t�isiiiiavii.:i+1r�441AiiM�Frs�tfr•il�lttifr= ''e”' �:..s�w...; ..!.•... .. ............. ............ .. .. .. . .. j... ............. .. .. .. .. .. .. ..-�.. .j.. .. .......... ... ...j...:..i.............i......:.....:.... .. .. .. .. .. .. ..................A '' ---o .. i^ .. ... .............. .. .. s. '' ...j...... ... .. .. .. .. .. �.. ............ .... i• r .. . .. .. ....L.... .. ........ ..............�. .. _ .. .... �.... .. .. .. .. .. .. i� i .. .. .. ..... .. ... ............. ... .. .. _ .. .. .. ............_ .. .. .. 'S. i• ..... .. .. .. ............... .. .. .. .. .. AID .j..... .i.... .. .. .. .. ............ ............ .......... .. .. .. .. ....: �..3. r _ R �..� . i• l rt ....w.. .. .. .. .. .. .. .. .. ''4 li %........ .. •�'• .. .. .. .. .. .. .. i ............. ..- j... ...;. .. .. .. .. .. .. .• ;..... . i. L8�.................. .. .. .. .. .. i/gyp/ - �7 .. .. :i ~ .. .. .. ... .. .. ................ .. ................. .. ... .. .. ...... ... .. .. ... .. ....�............ .. .. .. — .. d - .j. G!' : } ..L Y-. -. :<;�; A '1 •�r �......? tisY. .....�.y�L... .....�... .... ......:�7 3!. �S �/'j ��T ...k .. .. .. ....: ` AR .. .. .. .. .. ............ ..y /j �:... uqW'0 IflU .. ........................ .. 1 ............:......:.... :......: ;.....;...... ;............. n ..... i.....:.....:......'......:..... '.... hila $ s i... ;` `?� -. fl3nMW ...........Ara": ...... _................................................_............._................................... ..: _..................._............................._..............................•......... / ....._............._................... .............................................. .. '�► .' .............................. ........... Assessors Parcel Owner Name,f Address / Phone No. Site Location Contact Name I ©RRI — ®0® Scale: 1 e(j j�,k C. rca Phone Z) FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: CHASSIS FRAME n f.' CHASSIS CONC. 712" APPROVED ABS BEAR94G,P/ E.;." Emwe, Be o 4' o.c-- 2'(Wl S« Nola Bela. field Wtam;n) Nvdn-d a AeT1rpar.••L 00. %-(r ) APA Rated ply*ad. Snealhiq Nal e/ ad O a• AIC. Edges. A 12' O.C. /4 Ren. V.A. O 32- O.C. Ala.9 Cld.ae (Table (1) Note: Cul 2' oft it. nam 01 1-,. Ab wean '2' B.r FND. Reag ON FIW Wall �fb. WI'l ` --lber ,foist �.1. EruRnq EAlnior S;dbq-� •ik,or Yafalvd -s 2.11W, o Ia toC. TAAIl aa1 End mama../2',/10 SLS - fb. pial 7' Bo.. �,;vo•1 --1N rap MN, Arl.ch ./ Fc,tiq L:.ferbr S6nq-- -F -d q, R ..df f;ald r.t-d i'.,,�•/ f Rao .- O.C. - MPH F-1(P.'O' 17.4 PSF S« Net. Bela. 4 f4fa:M AaTr^faJ Ma,d 6 4 Mbo.d o- flame-parmN. oardf eo LPH. E1tP. •c. ae PSF Col. 4LTmA) APA Rated -2.4 Tap Mt, Nail ./ - :*'ad. Sh.alhiV Na / Be I6d a 16. O.C. O.C. O 6' O.C. Edge,. a R' 0. -Payee-).4'a B 16' O.C. H. --.-C. 51- . Opt. N.C.B. ar -Ibq.ae-IA.•. a le- O.C. O-Od TRIPLE -/+ Rear Cont 46.1110• A.a.-.._._ O '%Y O.C. _\ �--Mood ., for . Y /. RenV.r. O J 2,4 P.r. Prte•--� O.C. -.-.•__/4 Renes Cont AGrd.ae (Table n) long ��/ OPT. META POW Nofe: Opt. r.c.a C.1 2. O/f Bollen 01 GIA - amt i•,nF .• mato cant Ana Halve Z• a. Rm.4 ./ ed a 4'a C. Si✓..9Z.1. _ $ _-• - (S« NoN /6) • SEE ALT. SECrlaN C -C FOR FOUNDArIONS OVER 60' w LINO R SECTION C C JOIST. f-`" At. -� - WND SP® SESM NO. OF SM TE DOWNS FOR LENOHIH OF 40 60 e0 NO.OF END 7E DOWNS DOABLE70 MPH F-1(P.'O' 17.4 PSF 2%)W 4 4 6 6 4 WIDE TO eo LPH. E1tP. •c. ae PSF ZONE 4 E 7 a 4 - y. 2'./10 S.r.S, a 24. O.C. S« Sde.W clo - SIDE VIEW FND VIEW -Ibq.ae-IA.•. a le- O.C. O-Od TRIPLE SI -alt. Opt. H.C.B. 46.1110• A.a.-.._._ O '%Y O.C. _\ �--Mood ., for a 2,4 P.r. Prte•--� M l,wfrq -.-.•__/4 Renes Cont CNee _.. S,--, ��/ OPT. META POW a Opt. r.c.a 24' OF EITHER SDE OF CHASSIS SCAM AXIS. - amt i•,nF .• mato cant /. Fear Carl.-� _ $ _-• - - Vsc Gals a • [Pon cM.I (Wfie NCS i, Used) fl'a7oS � •Poured CaK1.le Note: JOIST. f-`" At. /4 R.- VM. O 12vox. - See ala-.goai.r B -B i' en•i !`ros/pna: (.nen Ice r NON-FND. Read Unit Ready /4 ReMr cant. U,c 2.2A,' Cul Washer, ./ All Mcho, Sell., Sectbn A -A /� w1 CASSIS ac. _ E.rl>p F,IniN Sia•+q f at Rin .out O lora of aanC/.te 46• lace of F'a., WW SfWa Opt. Wood W.dp. . SEE SHEET 1 FOR Fdd n Iofed z B. Rao .' o.e elaefing f. tawl;ng 19• Y/N 2(min.)S« Nal- Ser. VERTICAL SUPPORT.,C ' cal E.nfaq S;aiq zYmb.) f;,tl ewtal d 01- bafne Z Bar Sae Note 6 - - - H No ,t E.leriar _ ALL 110)r5t- _• - - ENO O[ Ot71M ENO TC OOWWS s;G.q ; - Fele .t.. A,Tmin.)- 0 OYYm SEC CtuRT j /e Conr. ma dware . � -•p-A. NCR 11 P HCB IR,1 Owe 4{'(mit.) AOA Rated MFrK Prca $wnpaon rP19 . A14 YeH. O IR• O.C. wya. Sneathinq Nal ./ 6d ----- - 214 rap Plate. Nal ./ Dore MErK HFR Equal O Each Anona, / O 4. AIC. Lag«. 6 12" O.C. 164 a 16. O.C. ` Gad La:auon. had ./ Frw. __.--IbnT�aq-2a 4, O I6' O.C. - Pw Car. 4-lod O Sw Pbls _..._._Car. SI-aA Opl. KC.fi F-- 81u20• fa.finga and 4-19d O X. ..10 AB. 81.20'ea V •a lief 1 /a Cont ❑FwnlE SPosed O End.an ..-_--/. Near Cen'1 Sea NON S... 5« R;eae Been Sea N.N Bela. •�,., Non.: /+ Raear vert. o R'A Cul 2' Off O.'e- o/ Ed.tip S:ding and O.C.(Rer-dl Wan es a.M .tad '2' Bar f Ron.1 ./ea•a O 6' O.C. H.C.B. Stan..f is Cana Em..dee 17 A -W. w.eJ Not... Spoc•a oar ! wen CnoK U« IB50. fa.Rng -/ I2' W11. thMU IM zo'sa Fo.l:.q ./ u' were mala Ak Sedlcn A -A 6 GC AIL Section 5..+' J 6 .• 1 -0 Sc r: J/R'. SeCBOn B -B sea.: 3/8'-1 •-0' DOUBLE WIDE TRIPLE WIDE WIND-- 70 MPH - 80 MPH, EXP.'[, SEISMIC ZONE 4 REOUPED NLOASER OF COIfeNEO ANOHQLB FOR FACH SDE AND EJ•D 6 MAL4l1FAG7IRED IIOIE V/DTH -- - WND SP® SESM NO. OF SM TE DOWNS FOR LENOHIH OF 40 60 e0 NO.OF END 7E DOWNS DOABLE70 MPH F-1(P.'O' 17.4 PSF 2%)W 4 4 6 6 4 WIDE TO eo LPH. E1tP. •c. ae PSF ZONE 4 E 7 a 4 - y. d wREINFORCE+fENr /+ SIDE VIEW FND VIEW ; �.•;:� ;;max f wF� TRIPLE 70 MPH EXP.'[ 17APSF ZONE 4 4 a a e WIDE TO ao MOH. EXP.'[. 92/ PIF 2DNE 6 a /0 6 17• I 1 1 1 _ LATERAL TIES FOR FOUNDATION PLAN "C" • BOTTOM OF FOOIYI'G TO BE 12' BELOW EXTERIOR CRI •• TO BE USED FOUNDATION SYSTEM PIAN -C- *• MANUFACTURED HOMF__ PERIMETER CLOSURE Z_SUPPORT WALL NaNer - 2,4 SIW, O 16' O.C. �•h1 P. f. . (NO. ROWS. / Mla Red. C -L & Bal- Cansrele Fovfwj 1 .. I -p R ­,STEPPED FOOTING DETAIL scar. J/e•-r•-o• U.tiq Eat Sat q rb. ".0. n O.C. mf ea o e• O.C. �fla. .oGo Robe's / slots Wf;� roN_ 1 '^L1 (�ti // " 11 Ar p:;ms svcsEa r.4 iwfW IAa• (,A.) 2.1 B.o-'q. (Mfwn Ibaeaa.7). NO ,ccl!x.m le &. bat ./ I6d 0 1610.[. a n n a FILL OAo YCELs ./Bat', O fi' O.C. Cdqe e JL _ Jl JL - JL d wREINFORCE+fENr /+ SIDE VIEW FND VIEW ; �.•;:� ;;max f wF� 2.2'A,• Waaler I fact la' SHO/ L• fact a, SNOW. '•' �$_S FHO TIF DOWhL. „ fKC Hca E ` ANGOR NOTE: END TIE OOM7S CAN BE LOCAIVO WITHIN 24' OF EITHER SDE OF CHASSIS SCAM AXIS. - amt i•,nF .• mato cant ---'-T LIN. DISTANCE FROM 'HE GROUND TO CHASSIS - Vsc Gals a • [Pon cM.I IS 12' AND 18' To -,,+E sorrow OF nIE FLOOR to scCUL- I: JOIST. co+C /0]rinO • BOTTOM OF FOOIYI'G TO BE 12' BELOW EXTERIOR CRI •• TO BE USED FOUNDATION SYSTEM PIAN -C- *• MANUFACTURED HOMF__ PERIMETER CLOSURE Z_SUPPORT WALL NaNer - 2,4 SIW, O 16' O.C. �•h1 P. f. . (NO. ROWS. / Mla Red. C -L & Bal- Cansrele Fovfwj 1 .. I -p R ­,STEPPED FOOTING DETAIL scar. J/e•-r•-o• U.tiq Eat Sat q rb. ".0. n O.C. mf ea o e• O.C. �fla. M:n ad O fi• O.C. r.4 iwfW IAa• (,A.) 2.1 B.o-'q. (Mfwn Ibaeaa.7). NO H.db..d . NaaaParerat le &. bat ./ I6d 0 1610.[. O.L46' (m;n) APA Rated PfE.d. Sn (" Na4 2.1 r.. Plate hall b SWq. a ./Bat', O fi' O.C. Cdqe e fSnr Jvhf a/ lad o 16.0 IY O.C. 1.. Pw7-a0-7,4•, O Id'O.C. Bate 6' AIC. O f'-4. O.E. ./ 214 P.T. plat.- 2.2'A,• Waaler I TYPICAL CLOSURE DETAIL E,i3f;AQ EAI&i. S;a.g--� z2. BIY'p. Bt.n. QTEen "m"mMee.at- NOTE. W.iI, spat M f Ouldggaa rldae .).4 rap Plate Conal ting found Run -- ----Semened vml v. r -1N le .aA Studs o l6ro.C. -- 214 1•.17. SO Plate •- .. •' �_. •., IO• Ad (lap.) Sea .. sono 1. spaong TYP. FND. WALL CONSTRUCTION n O.C. / 9.4 P.T. Mr. 2 / Cons. St_m , oat. Kc.a /4 ea. caro (Waw NCB N used) /4 Rens Vet. O 32'O C • L'o1Kc mbedwl r A-_ (.an /KB r Load) SP'r d Per r W.. Char /4 Rear C -C rr0• na Dowrl. Scolc JIB -1--0' GENERAL NOTES 1. MS FOUNDATION PLAN 15 DESIGNED TO BE PLACED WM4 MANUFACTURED HOME: MAKE. - -- MODEL, __ 2. DESIGN LOADS: ROOF LRF. LOAD: 20 to 80 P.S.F. FLOOR UW LOAD: 40 P.S.F. WIND LOAD: BO MPH, EXP. -C- 22.6 P.S.F. SEISMIC ZONE: 4 J. THIS FOUNDATION IS FOR,PLACING MI-G'O HOMES CONSTRUCTED W/ LONGITUDINAL OR CROSS JOIST. 4. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 2000 P.S.J. IN 28 DAYS. 5. THIS FOUNDATION PLAN IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO CXIS17NG SOIL PROBLEMS. SOIL BEARING - 1000 P.S.F. 6. MFG'D HOME MAY BE SHIPPED FROM THE FACTORY WITH SIDING CUT OACK 2" AND 7• BAR INSTALLED. 7. FOUNDATION CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTING FOUNDATION. 8. PROVIDE BLOCK-OUTS IN THE SIDEWALL STEMWALL FOR ELECTRICAL AND PLUMBING SERVICE ENTRANCES. (VERIFY LOCATIONS ON MANUFACTURED HOME WITH MFC) ENGINEERS STAMP I STATE APPROVAL rlaa wf..e ,fr+Ar•�a�,Jp Opt. woad weegef e - % j , •. %oot ,ajamBlecNnq ,. LewWq .J! G ;py K1gep z• a- /l- / tangy. _ At : •;'%. �8 Y mea s.. se,.ae a...,r. ------ F �'-11��Y5 7 / / p�6 �.J -6.1 �1N"ALO WItf OAR �l1y� r 4E'.. Ia' Ad " - _ -� - +d /.. • �< ,�:�T i- ' • FLA* -: Dalai CS%}01CL e O 22. O.C. W.od edges /. \ NCB 11 B M:R 01 I Y A r `? + V AL6(�Fe-6 2,4 P.T. Plata 'T, I. -f-9 1•Q:r' 't n,Y ;tij '� LL 110f t1t Yle NCR Oaf. 11EfA PKR Li ----Opt• MEcu PIER �� '.Y,_* f• ILI ICANJ gY1Mll/MiYl�OL1A Oekaft Cpns. SNm.af GPI. PETAL PEER .. . 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