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HomeMy WebLinkAbout059-093-01959 -093 -19 - James Drake SW corner of aanite St. &,Skyway, Stirling City (UNIT #1) w� Permit #3554-76P, MH) ELEC. GAS SUPPORT STRUCTURE REQ. fjjg�y COMPACTION TEST REQ. 59 -093 -19—' - James Drake SW corner of G`Tanit*a St. & Skyway, Stirling City (UNIT #)` Permit #3556-76P,E( ELEC . GAS SUPPO r STRUCTURE EQ. COMPACTION__TEST REQ., j -093-19 I PermitJY,23J55�-76M 5959 Issuedf176 ("yea/ Ajay/,L 59-093-19 ermit ##4586-76P(gas piping) MH 59-093-19 Permit #4817-769(reinstall awning & I deck/MH) � J f10117 P 1 j77 B08-0943 059-093-019 RESIDENTIAL 'STP -Mobile Home PFS_ NEW MH, PERM FND, EX SITE(1512) 7888 GRANITE ST ROal 10.(x-006 �.. SCHAEFER,' MARSHALL'B & MARY•E �133A &.513 fSccmncd . 5 3] BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 7888 GRANITE ST Owner: permit No: B08-0943 APN: . 059-093-019 SCHAEFER, MARSHALL B & M Issued Date: 6/27/2008 By GLB Permit type: RESIDENTIAL 7888 GRANITE ST Subtype: SFD-Mobile Home PFS STERLING CITY, CA 95978 Expiration Date: 6/27/2009 Description: NEW MH, PERM FND, EX SITE(151 (530) 873-0583 Occupancy: R-3 Zoning: U Contractor Applicant: Square Footage: REDLINE INSTALLATIONS INC REDLINE INSTALLATIONS T Building Garage RemdUAddn 13407 GARNER LANE 13407 GARNER LANE 1,512 CHICO, CA 95973 CHICO, CA 95973 Other Porch/Patio Total (530)891-6719 (530)891-6719 1,512 FEE INFORMATION DBEH Building Review Fee $78.90 DBF MH Plan Check $241.16 DBFIRE Fire Inspection (SRA) $107.00 DBFIRE Fire Inspection (SRA) $107.00 DBFIRE SRA Fire Plan Review (S $107.00 DBMSC Mobile Home Permit Fee. $361.74 DBOMSC Fire Safe Standards Rev $118.98 DBSMIP Residential $9.83 Total Charged: $1,131.61 Fees Paid: $1,131.61 Balance Due: $0.00 Receipt No: B7834 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 REDLINE INSTALLATIONS INC 848025 / C47 / 10/31/2008 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 peril 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 wit Section 70 00) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) s in full force aniffeflact. of Division 3 of the Business and Professions Code] or that or she y exempt therefrom and the - t basis for the alleged exemption. Any violation of Section 7031.1. 5 by any applicant for a peril subjects e�� 6/27/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contrac ors Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION - 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 peril 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 Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this peril 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 Carrier: State Fund Policy Number:461-0000736 Exp. Date:9/1/2008 Contractor's License Law.). (This section need not be competed if the peril is or one undred dollars ($100).or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑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 6/27/2008 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. 6/27/2008 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 f Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of peril. 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 SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS $100,000, IN ADDITION TO THE COST OF COMPENSATION, ( ) injury, including death, and property damage caused arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte FEES. County tJen er the above mentioned property for inspection purposes. I hereby certify that I am the or am aut d to ��property owners behalf. ,C 6/27/2008 CONSTRUCTION LENDING AGENCYpromr 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for N Permitw I IGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR. Agent for Owner {Agent for Contractor FILE COPY Yi-� Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION** OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 o°�=I oA FEE WILL BE REQUIRED AT TIME OFAPPLICATION C •tWebsite: www.buttecounty.net/dds OV� PLEASE PRINT CLEARLY "When filed, this application and all supporting material becomes subject to the California Public Records Act. All pu related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Names C. A C1 e e r 7,--ta e Mailing Address -7 qp? ' n S City S �� r r n G State ZiP959 730 Phone ' 3 V�5�3 Fax E-mail CONTRACTOR Name Name Address l 3 L1c)7 6a -P/^ 1 ki City '1 L -. 'Statee46,_ Zi. 'Phone: t' -� 6 7ie7 Fax E-mail - Lic. # t( Class 0.4 APPLICANT INFORMATION ARCHITECT/ENGINEER Name Address O Address City City ' State State Zip Phone Ft _3 _Q-�l — 7.20E b �`l Fax E-mail State License Number APPLICANT INFORMATION Name L 1'n d °�- �I / RIO Address O r / City State Phones �+ Ft _3 _Q-�l — 7.20E b �`l -mail ekM" o n, PERMIT NO. t� �0z�� lZl . PROJECT LOCATION AP# Q�C' yD `9 .Q Property Address �y / Citys1 lit (In rl0 1 WORKER'S COMPENSATION Policy Number %10 --000C 73 So 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: ace (`Rlace � ho 0 P Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use on : Zoning U I Flood Zone I SRA J Yes No Occ. Tye Onnst. Uni Butte County Department of Development Services TIM SNELLINGS, DIR$CTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds "PERMIT APPLICATION DATA SHEET" Reference Number: B08-0943 Date: 05/22/2008 Location: 7888 GRANITE ST By: KCG Parcel Number: 059-093-019 Sub Type: SFD-Mobile Home PI Owner Name: SCHAEFER, MARSHALL B & MARY E Phone: (530) 873-0583 Description: NEW MH, PERM FND, EX SITE(1512) -REPLACEMENT 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 SEWER DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 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 rE],4 0 OTHER ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 ❑ Other: Afr (fit 'I nif n+ far i -x; i nQ n hI e. , ❑ ❑ Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Signature of Applicant: Date: 05/22/2008 FILE BUTTE COUNTY FEE SUMMARY 7, County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B08-0943 Job Address: 7888 GRANITE ST Contractor: REDLINE INSTALLATIONS INC 13407 GARNER LANE CHICO, CA 95973 Printed: 05/22/2008 1:09 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-10101 $78.90 05/22/2008 $78.90 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-10101 $107.00 05/22/2008 $107.00 0100-450001-4617240-10101 $107.00 DBOMSC Fire Safe Standards Rev 0010-440001-4210500-10101 $118.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-10101 $107.00 05/22/2008 $107.00 DBMSC Mobile Home Permit Fee. 0010-440001-4210500-10101 $361.74 DBF MH Plan Check 0010-440001-4210500-10101 $241.16 05/22/2008 $241.16 DBSMIP Residential 1001-0-280-1011298 $9.83 1,131.61 Printed By: Kourtni Graham Balance/Due: $597.55. At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may cha uring t e Ian checking process. Signature: Date: 05/22/2008 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B08-0943 Date: 05/22/2008 Location: 7888 GRANITE ST By: KCG Parcel Number: 059-093-019 Sub Type: SFD-Mobile Home PI Owner Name: SCHAEFER, MARSHALL B & MARY E Phone: (530) 873-0583 Description: NEW MH, PERM FND, EX SITE(1512) -REPLACEMENT To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. All development within the SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the re -ins ection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6226, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above .pre -inspection requirements. 05/22/2008 Date Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/protplan/protDIan.html Rev'd 5/7/07 FILE Butte County Department of Public Works J. MICHAEL CRumi?, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965. (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds i)o ^4fz-N*MWWr,�S krc v National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment LESS THAN 1 ACRE Reference Number: B08-0943 Date: 05/22/2008 Location: 7888 GRANITE ST By: KCG Parcel Number: 059-093-019 Sub Type: SFD-Mobile Home PI Owner Name: SCHAEFER, MARSHALL B & MARY E Phone: (530) 873-0583 Description: NEW MH, PERM FND, EX SITE(1512) -REPLACEMENT By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title:��?i FILE Date: 05/22/2008 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 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, if the permit has not issued, but not after 180 days 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 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://municir)alcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-0943 Date: 05/22/2008 Location: 7888 GRANITE ST Parcel Number: 059-093-019 Owner Name: SCHAEFER, MARSHALL B & MARY E Phone: (530) 873-0583 Description: NEW MH, PERM FND, EX SITE(1512) -REPLACEMENT Signature of Applicant: tm PP � Date: 05/22/2008 FILE BUTTE CO*Y SCHOOL FEE CERTIFICAOON FORM (One form per Building) School District: Paradise Unified School District Building Permit Number: B08-0943 Tax Rate Area No: Ms _0091 Assessor's Parcel Number (s): 059-093-019 Jurisdiction: County Property Owner (s): SCHAEFER, MARSHALL B & MARY E Project Location/Address: 7888 GRANITE ST STIRLING CITY Type of Development Residential Development: Yes Q Q Sq. Footage: 1,512 No of Living Mobile Home Addition/ *Supplemental to Cr. Demo - existing550 Units Installation Conversion permit # "o Foundation Inspection) sq. ft. Net total sq. ft. Deed Restricted Sq. Footage: 0 Commercial/Industrial: =New Addition Attach signed cop, of Deed Restriction and Notice of Limite se aci it ocument Sq. Footage: (Including Exterior Roofed AreaT Project Description: NEW MH, PERM FND, EX SITE(1512) -REPLACEMENT 05/22/2008 Building bepartment Repr-es1jitative Date District Indentification No. D54 r l�, �c�2 �h I l� School District certifies that 1" ► I (Payor) (Street Address) IY1 l (City) has complied with the requirements of Resolution No. K (Zip Code) (Phone Number) by payment of S representing square feet. AB 2926 $ FULL MITIGATION $ School District Representative Date Paid by Check # Remarks: Notice: You may protest the imposition of the fees identified above by sumitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. subsequent o the School Districtepresen a ive signing this Butte County Schools Impact Fee Certification Yorm, the c o0 District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (School District) Yellow (Building Department) Pink (Applicant) DDS—School Fee Form rev'd 3.10.08 l r 0 CERTIFICATE OFEXISTING SQUARE FOOTAGE Paradise Unified School District Building Permit Number: B08-0943 Assessor's Parcel Number (s): 059-093-019 - Project Location/Address: 7888 GRANITE ST STIRLING CITY Existing Sq Ftg: 550 MH Replacement: Yes Existing Construction Type: NEW MH. PERM FND. EX SITE(1512) -REPLACEMENT Demo Permit Issued?: Demo Permit Issued Date: Verified by: Building R Comments: Existing mobile to be replaced by new mobile home. 05/22/2008 Building Department presentative Date MANUFACTURED HOME SUPPORT DATA Owners name: �"a p-�-eY•, A.P.# 0 sr� Home. Manufacturer._6no bb Manufacture Year:T Model Number / Name: (t,- Y4 / Width: 5., (ft.) Length: FOOTINGS: Wood - pressure treated or foundation grade[ Other:Ag,s p�/s SUPPORTS: Concrete block [k ] Other:[ ] F DUTn Provide manufacturer's installation manual, support blocking requirements �sofiXy approved or engineered foundation or tie down system specifications. Ay 2.2 2008 DEVELOPMENT :. Pier Footing Sizes and Locations sERvicEs SINGLE WIDE MULTI -WIDE Line 1 Line 1 Line 2 .� Section 1 --~-------- Line 2 Line 1 ��---------------------- ----- Line 3 Section 2 ----------------------------- --- Section 3 Line 1 Piers: 34"r34"' AreSSZ1-e_f're4 Minimum size piers: [ ] X [ ] Spacing maximum:. 1 4 o From ends maximum:. J v Line 2 11�j ine 4 (triple wide only) Line 2 Snow Load: I zo psf Piered @lielb, load Snow Load requirements may be obtained at http://w m.vpstate-ca.r-om/butte/butt6 county/ Insert AP #, view snow load in lower Baht comer, Line -2 Piers:: A as - Pods Line 1 Openings:: Minimum size piers: [ %(, ] X 11;ZR Minimum size pier: [ j X [ J Spacing maximum: a Required at each side of openings over From ends maximum: tj wide. Line 3 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Line 4 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Ma 7pao I6 p�e�. Ca er�y+ pr�ss.re—%Yea �Pa�s 3 G 30 3e36-33� 3 as' '��'9%• 0'8•/' %` y�'o • 5o� 53'5^ 5(,'D' spa/) BUTTE COUNTY MAY 2 2 2008 DE SERVICMENT 3'•6' 3'-6' 3'-b' 1.411/4', 3'-2' T-9 1/8' 4'-0' 2'•9 1/8' II' -8 114' 3'•10 1/4° 3'-8 1/4' 2'•l 3/4' 3'-9' 2'-8' 2'-1' O o120PSF U -------------------- OI R0 PSF O 120 ------------------ 3 120 P5F O®SOI 110 PSF oO BEARING WALLS 13'-6' CARPET LAYOUT CLEAR SPAN `i®�'' [' PIER C� CITY FOOTING SIZE REOUIRb(S0. IN.) PIER CAPACITY FOOTING SIZE REQUIRED (S0. IN.) PIER CAPACITY FOOTING SIZE REQUIRED (S0. IN.) PIER CAPACITY FOOTING SIZE REQUIRED (S0. IN.) 2000 PSF - _ (LBS.) 21000 PSF N0. (LBS.) 2000 PSF - - NO' (LBS.) N0. _ _ (LBS.) 2000 PSF N0. 1Q 7020 768 - - Q 14040 1012 - - Q 1 17550 1 1264- Q 10530 768 - - Q 15795 1 1138 106 1 18866 1358 - - ® - - - - Manufacturing West, Inc. TITLE I"` CARPET & PIER PRO T BEST VALUE MODEL "D• GE561F-08 Albany Division - Plant #972 2445 S.W. PACIFIC BLVD. SUPPORT LOCATIONS SD. Fr. 1,512 DATE 12_11_07 ALBANY, OR 97321 DRAWING FILE INFORMATION ALBANY DIVISION (6' WALLS) TO BY S. CHRONICLE SHEET 1 REVISED - —A2 Phone (541) 926-8631 Fax (866) 491-6847 2' I–BEAM PIER SPACING PER TABLE O FEDERAL MANUFACTURED D MAX U HOUSING CONSTRICTION .0 O & SAFETY STANDARDS .ZI O Q 07 41112004 v ---------®------ -----) MAIN LFOOTINGS—/--------- PIER SUPPORTS BEAMS � � --- --m- ---- --- RIDGE BEAM SUPPORT -PIERS ARE REQUIRED PER PAGE MATING WALL AND SIDEWALL 120A -2F. MATING WALL PIERS PERIMETER PIER SUPPORTS ARE NOT REQUIRED IN CLEARSPAN. MAX. PERIMETER PIER SPACING PER TABLE BLOCKING LAYOUT - PERIMETER PIER DESIGN " ' MAXIMUM PIER 'CAPACITY (POUNDS)MAXIMUM ` SECTION SPIER LIVE �OAD MAXIMUM' PIER SPACING (FEET) WIDTH LOCATION (PSF) 4 1 6 1 8 1 10 1 12 PERIMETER PIERS UNDER 120 PSF 4403 N/A N/A N/A N/A 27 WIDE SIDEWALLS 162" 16" EAVE PERIMETER PIERS UNDER 120 PSF 7220 N/A N/A N/A N/A MATING WALLS. JtA _ 284 3/31 4 1. PIS ER SHALL BE LOCATED AT EACH SIDE OF ALL SIDEWALL OPENINGS 11111 IS111N\G\`\\ GREATER THAN 4'-0" (BAY WINDOWS, PORCHES, RECESSED ENTRIES, ETC.). 2. ALL PERIMETER PIERS MAY BE SINGLE STACKED 8X16' HOLLOW CELL CMU'S WITH 20" X 28" X 6" FOOTINGS. MAX PIER HEIGHT IS 32". 3. REFER TO INSTALLATION MANUAL FOR 1—BEAM PIER FOOTING SIZE REQUIREMENTS. 4. ALL FOOTINGS MUST BE PLACED BELOW THE FROST UNE. CONSULT LOCAL JURISDICTION FOR REQUIREMENTS. S. CONSULT LOCAL JURISDICTION AND CODES FOR OTHER SPECIFIC REQUIREMENTS RELATED TO THE FOUNDATION DESIGN. 6. ALTERNATE FOUNDATION DESIGNS MAY BE USED IF DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER AND IT COMPLIES WITH ALL LOCAL CODES. 7. MIN SOIL BEARING CAPACITY IS 2000 PSF. CONCRETE MUST HAVE A 28 COMPRESSIVE STENGTH OF 3000 PSI. DBL. WIDE PIER/CAPACfTY CHART - 120 PSF ROOF LIVE LOAD BUTTE CO a`� �"Y APPROVED OVED PIER CAPACITY TABLE Perimeter Pier Design Multi -Section Homes DRANK BY: TM��� MP nufacturing, DATE 11/5/01 REV: 3/31/04 120A-1 F I :1% Vector Dynamics "Foundation System" by TIE DOWN ENGINEERING, Inc. Installailon Instructions for the State of California,, lil/lnd Ione y 19 PSP Wind, Seismila Zone 4 Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. General The Vector, Dynamics -:Foundation System resists lateral. &-. : � , • . longitudinal wind"loads by anchoring the two longitudinal main rails: The system is approved to be used on single or multi section homes. • These plans and specifications meet the equirements of Tale 25 section 1330 and * 630 requirements. • Maximum eave width (roof overhang of sidewall) of 12" for Zone 1. 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 requited by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. Engliteer Approval State Approval MAMU? ACTUi2EDHOMWOEE;, R0" FOUNDATION SYBTMd HgA I : ,j AND sAmy CODE,=!= ISM APPROVED SURJECT70 CORREC-A1ON3'1 0= A). DOES NOT Aumoitms OR Amo" NW INS Oa DEVIATION FROM RBS Of .ICABLE STATE LAPPS AND RSOUL 23=1 S= of CallfbW% ' rmmt of HottsNg aaa Cmm2w&y DadepuA4 DSV151QH W C0= AND 9TAMM=jJ BUTTE.000iv I -Y �� , IS10! IM IIC.. BUTTE '« COUNTYHO y/(� � MAY 2.2 2008 v D �- oc/ y DEVELOPMENT y ' SERVICES ; 3uILDIn/ APPROVt: IN.STALLATION*. MANUAL IAST PRINTED: J THIRD PARTY APPROVAL: O TEDERAL I&MUFAC111f1EU D V HOUSMCONSTIUICDON O & SAFE TY STANDARDS a UT m ac v 3/29/2004 SENT 1✓Y: GOLDEN WEST SERVICE; 15419264451; C M. -H MANUFACTURING Date: March 21, 2008 From: Mark Ev-o, P.E. _ VP of Engineering . CMH Manufacturing, Inc. (865) 380-3000 eicL 5382 MAR -26-08 12:40AM; RE: Installation Manuals - Engineer's expiration date _ ____ PAGE 1 / 1 This letter.•is to verify that my professional engineer's license new expiration date is 3/31/2010 and shall apply to all Oakwood Homes and Golden West Homes installation manuals under my signature, in their entirety. Any party who requires further verification may contact me directly at (865) 380-3000, ext 5382. Sincerely, Mark J. Ezzo, P.E_ License No. C 42077 °t Expiration 3/31/2010 14�i _ sm , donniwau Lam/ B o�icg0oo �pR1B ' CMH Manuf�a' __dt0mg, 116c�, W&P Ad&ew 9.0 9760 • Q mft Teiwe m SM2 • swa Id O 5000 my" bm - mmo k, Tem $" 3"k Fbne 6683603000 • FAR 965"3761 a W3603762 Ai INSTALLATION MANUAL ROOF DESIGN LOAD 1120 PSF 1130 PSF 1:14.0 PSF. 1:16'0 PSF 1180 PSF WIND DESIGN LOAD 15 PSF r MANUFACTURING LOCATIONS.4.4s.y 2 . F }iiL CMH MANUFACTURING WEST, ,INC PERRIS DIVISION ALBANY DIVISION 3100 N. Perris Blvd. 2445 Pacific Blvd. S.W. Perris, CA 92571 Albany, OR 97321 (909) 657-1611 (503) .926-8631 per Y ' N T; i Z ILI I Table of Contents Forward Federal Preemption .................................................................... ................................. 1 Preliminary Preparations 2 ............... Structural Loading Requirements ................................................................. 2 Setting Single Wide or "A" Section of Multi -Wide Home' ............................................. 3 Mating of Additional Sections of Multi -Wide Home ................................................. 3-4 Utility Hook Up ............................................... 5-7 Final Close up and Inspection: Ventilation of Underfloor Area7 Ground Cover Vapor Barrier.............................................: ........................... ;. 7 Dryer Ventilation ....................... 8 Support Plans, Pier Supports, and Footings .................... .................................... 9-10 Foundations ..................................... ....................................................... ...... Open Slatted Decks ................... ................................................................................. 11 Site Built Structures* 11 Site Installed Swamp Coolers ..................................................................................... 12 BasementDesigns .................................................................................................. 12 . I Site Installed Gas Range ..................................................................................... 12.1 Support Plan Diagrams: SingleWide ................................................................................................ 13 Double Wide ............. ............................................................................ :.... 14 Triple Wide - Longitudinal Tag Unit ........................................................... 15 Triple Wide - Transverse Tag Unit .............................................. 16 Four Section Home - 'T" Model... .! .............................. ........................... 17 Tables: Table I Support Schedules (Chassis & Perimeter Support Piers) ......18-23 Table 11 Ridge Beam Support Schedules ............................................ 24-28 Table III Mating Line Bearing Wall Support Schedules ....................... 29-31 I I y. i . Drawings and Details: 1 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 Plumbing Details.................................................:.................................S-13 Mechanical Details...............................................................................S-14 Electrical Details....................................................................... ... S-15. Wall & Roof Close -Up Details .................................... , Walf Close-Up_Details:..:::.:....:.....................---............:.........................S-17 ................... Transverse Tag Interconnection Detail ................................................... S-18 Tag Unit Deck Railing Detail ................. ............... .................. :............... S-19 Typical Tiedown Details .. Longitudinal Tiedown-Requirements' Roof Close -Up Applications—Tag with Standard Gable ........................ S-30 Roof Close -Up Applications—Alternate Valley:'.....:..:` Add -On Eave Details ...................... :...... :........ ...................................... S-35 Roof Close -Up Applications—Vent Pipe at Ridge ........................-...:...... S40 Fireplace & Chimney Installation ............................ ..... S41. Site Built Garage/Entry — Plan Diagram ............................................... S-50 Site Built Garage Roof Framing........................................................... S-55 Hinged Roof Close Off Detail............................................................. S-61.1 Site Installed Peak Trusses ................................. :............................ S-61.2. Hinged Roof Close Off (Site Installations) ......:..................................... S-62 Hinged Roof Factory Installed Notes....................................................S-63 L c, 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 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- ar;v& 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. 1 Preliminary Preparations 1. Check with the park manager (or retailer for a private property set) for the exact location of the home site. 2. Check access to utilities 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 lists. 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 Y and constructed to accommodate the roof.and wind load requirements "established by the local jurisdiction'(s6' "StructLiral Loading - Requirements° below). :ante=sjC". «.".:a ?i3,.it.►L,:' . .kL a3w -�,:. ;;.r"{, a ..i� .<,, s�ft"i:.•' ' r, .- ,t ,.i •,� rt . , .f .. .c.v7�..a.. 7:'.-•�'si�_:aw ,. _".Z.i.i71, j:......,.< ....:ar.. y. . ,?..�1�.:.7r. ..., ..._,:a, . :�"�.a Structural Loading Requirements. ; :s - r.�=..t� x -4 The structural installation requirements vary for each climatic zone or region -in order to compensate for variance 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 HUD Standards for a particular <.:region: an- 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. spridg'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. <. ;Place an additional support'pier"no greater thari'24" frorritfie"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 theaxles, 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 3 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_.p.erimeter_.supp,ort-piers.,as_;required;_and- shown .on the _support .plan. b�;��„ .��3� -:����`iiiagrarns-�and�Tatle�f�pie�R<�s`upport«�schedule's€comarned•:in-.tti�is��manual�¢i=z .A,rm,�=,�,��r��4GF 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 finale 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. Install tiedown straps & anchors where required. For spacing see the apprope.iate-suppor. plan •diagram:=-,For•-tiedown`-notesi�&-specifications drawing S-20. ; UTILITY HOOK-UP 1. Install hot and cold water line crossovers, when required; below the floor with approved flex connectors. See. drawing S-13 detail "A" or "B". Crossovers shall be -the same size as the pipes in the home at the crossover point. F7 4 Utility Hook -Up 1. Install hot and cold water line crossovers, when required, below the floor with 'approved flex connectors provided by our company. 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 proved at upper end of drain.line). Provide final i installation of any ship loose waste lines at this time (see S-13 details "E" & "F"). 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. Apressure reducing value must be installed and calibrated in areas where the water pressure exceeds 80 psi. C. A master cold water shut-off value 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 occa- sional 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 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". 7. 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. 8. 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 "B"). Connectors at the junction box shall be split bolt, sleeve type, or other approved connectors. See table tAAA''' ' jlj�• below for,.minimum wire and icon:duJt sizes,[. i}.'•.(•,�ti•.A'.LM.'Y']: _-.i. l,j.ry t .. '-�`.: p... =,.:,tS ,.,1 .1(e t� ^'1.♦�l, d�f�µ .r4I� i.', Y'. e,J .�...'`T'• a. t� .--secs . d Y ` s J:. '�J• ..:..'. 9. Complete electricai hook up from manufactured home to service. For -100 amp service or larger; 4 splice connections are required in the. junction box 7.r . - (see drawing S-15 detail "B"). Connectors -at the -junction box -shall be - split bolt, sleeve type, or other approved connectors. See table. below = for minimum wire and conduit sizes. Service Al Conductor Al Neutral Al Ground Conduit 100 amp No. 1 THW No. 1 THW No. 6 THW 1 1/2" 125'am01'' `No. 2/0-THW - ``-;No. 1/0•.-,THW No. 4•THW -TI/2"` 450 am No. 3/0 THW . No. 1/0 THW No. 4 THW 2" 00 am No. 4/0 THW No. 2/0 THW No. 4 THW 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 Wire Size Conduit Size 3 Ton 8/3 3/4" . 3 1/2 Ton 8/3 3/4" 4 Ton 8/3 3/4" 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. 6 4. 1.2.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 undersheathina (bottom board): The sheathing covering the bottom of. the home is special material that is either vinyl, coated or asphalt 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 J.. - riyl 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,c6if'provide material and' nfo matron; 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 y combined openings shall have a net. area equal to --at least one square. foot for every 450 square feet of floor area. Place the required openings as ,F 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 . 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. 9.. Check the following during final walk through inspections: 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. Verifyi.proper`operatiow.& afl smoke::alarms by.;performing{tl e. fo11{owini 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.. s D. A "sound indicates a working smoke. alarm. E. In the absence of the "sound.", install a replacement smoke alarm and repeat items A thru E: 1.1.:: -Refer to smoke alarm manufacture installation instructions for installing replacement smoke alarms which need to be installed in basement locations. _ Q FEDERAL MANUFACTURED HOUStUG CONSTRUCTION "'0 V S SAFEW STANDARDS 'D 0 JAN 24 2003 p D' 20 0 H 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. c, 3.. , Home Size Specifications The floor:width of each=home,section;.will-eithe_*r!be�� ri �y n.4t.ri,�:t: r"t"s 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.) fora plan view of the generic support requirements. Then, with the information from items 1 through 3 above, enter Table 1 to determine the required pier capacity and footing. -pad size -for chassis and perimeter su ' u` p pports 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 your pieror 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. Perim- eter 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"). 9 . r -SPECIAL SUPPORTS 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. Interior footings may also be placed. above the frost line when the home is provided with'a perimeter foundation ' or skirting having insulation properties sufficient to prevent freezing of the soil under or.adjacent to every load-bearing componentofthe foundation acceptable for. this purpose to the authority having _ jurisdiction: Insulation systems must..comply with the requirement. to cross ventilate the entire'space under the home. 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. R'IDGE,BEAM &}MATING`LINE BEAAR.ING=WALL;SUPPORTS `..: �,. ' +�'-,.•.''.°,r,z.i. >. 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 - . y,== -'t+ •„•",home :is, -installed: -so the bottom -of-,the'main`-frame members are more than -36” above the ground level, the.foundation system shall be designedby a licensed professional engineer or architect and the installation apprbved by the authority having jurisdiction. 10 J I� 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 regis- tered 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 .c'on ditionedt 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 porchlo drain water away the'tiome:'f' t 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. ll Site Installed Ground Mounted Evaporative (Swamp Coolers) • 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. ;ubjec't The swamp cooler must be installed per manufacturer instructions and is 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 ro er su ort for the home based on .the loading and -spacing re uirements.s specified }� P P PP 9 P 9 q p .: in .this manual. Under no circumstances sfi'allthe main chassis beam supports _ - .7'' be spaced more than 12' on center.. We will not warrant against any problems r associated .with floors if the main beam supports are space more than 12' on center. Marriage wall columns on each side of openings must be supported accord- ing to the design load criteria shown in. tables I I and'I I I .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 detec- tors, 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. 6 12 Instruction for Site Installed Gas Cooking Range I. Factory Preparation Our Homes provide 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 328.0.203 shall be installed in the factory. A gas riser will be installed at the range space*andcapped 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's installation -instructions.-The BTU input - _...... requirement-for-the'rangemay-not`exceed the rating indicated on the -a" tag placed by our company. After the range is installed, and with the shut -off -valve open, the gas • piping system shall be pressurized to 1/2 psi. (8 oz.) and the appliance connections tested for leakage using soapy water or bubble solution. -r. .j _ _. r ,_. - 1r - • -. '� yv..M' ` i ki.,�.. yp,. .. e y . dot ' +fir �} -' - .•:;• a i •C. Y } 12.1 rf f 11'-0' TYPICAL (6'-0" FOR 6/12 ROOF) - rz•-o- MAX. TIEDOWN SPACING (TYP.) OMT T NO � X . z LCHASSIS7AIN BEAMS (TYPICAL) n MATING UNE _ RIDGE BEAM CLEAR SPAN RIDGE BEAM CLEAR SPAN. MATING UNE BEARING. I Z 24.' MAX. WALLS ABOVE ( ) OPENING TYPICAL PERIMETER SUPPORTS (NOT REOUIREO FOR 20 PSF ROOFS) _ _. __ .. _ ✓ PERIMETER BLOCKING REQUIRED. —.-..._... _ _ 3 . ' ._.__. E f AT EACH SIDE. OF DOOR OR OTHER OPENINGS OVER- 48' IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) SUPPORT PLAN • - DOUBLE WIDE IA NOTES: RIDGE .BEAM- COLUMN` -PIER` SUPPORTS`ARE"REQ`UIRED ATtA`CH"END' OF -CLEAR SPAN OPENINGS AT THE MATING LINE: THAT. ARE. GREATER THAN 3'-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: QROFESSI0 CHASSIS TIER SUPPORT PER "TABLE I .SUPPORT SCHEDULE".OSEPyFj�y�� � =PERIMETER 'PIER ' SUPPORTS PER "TABLE I SUPPORT SCHEDULE". � �P 10 m _-RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C042077 REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. c�1 ®=MATING LINE BEARING WALL PIER SUPPORTS - Exp. PER "TABLE III — SUPPORTS AT MATING LINE" SCHEDULE. CIVIL 1 =TYPICAL TlE—DOWN PER SHEETS S-20 & S-21- fjA�fOrmliO��\� 14 - r TYPICAL PERIMETER I SUPPORTS (NOT REQUIRED FOR 20 PSF ROOFS) ' PERIMETER BLOCKING REWIRED AT EACH •SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 1) SUPPORT PLAN - SINGLE WIDE IA NOTES: 1. 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:..' Vo[Essio �=CHASSIS. SUPPORTS PER "TABLE I SUPPORT SCHEDULE". �������OSEPyFjycy�� =PERIMETER SUPPORTS -PER "TABLE I SUPPORT SCHEDULE". NO. 1. TYPICAL TI�E—DOWN PER SHEETS S-20 & S-21 C 07t _ . Up. 3-11-2006 Civil. OF mlit��P 13 11'-0" TYPICAL TIEOOWN SPACING %C-2'70" MAX. (TYP,) o L X L0 CHASSIS MAIN BEAMS 24" MAX. io (TYPICAL) (TYP ) n OPENING ' TYPICAL PERIMETER I SUPPORTS (NOT REQUIRED FOR 20 PSF ROOFS) ' PERIMETER BLOCKING REWIRED AT EACH •SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 1) SUPPORT PLAN - SINGLE WIDE IA NOTES: 1. 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:..' Vo[Essio �=CHASSIS. SUPPORTS PER "TABLE I SUPPORT SCHEDULE". �������OSEPyFjycy�� =PERIMETER SUPPORTS -PER "TABLE I SUPPORT SCHEDULE". NO. 1. TYPICAL TI�E—DOWN PER SHEETS S-20 & S-21 C 07t _ . Up. 3-11-2006 Civil. OF mlit��P 13 o L TYPICAL PERIMETER it' -0" TYPICALSUPPORTY�2'-0" MAX. REWIRED ORT TIEDOWN SPACING (Typ ) 20 PSF ROOFS) em x ~ � X • MATING. UNE BEARING WALL ABOVE (TYPICAL) CHASSIS MAIN BEAMS 2 'D (TYPICAL) MATING UNE , RIDGE BEAM CLEAR SPAN RIOCE'BEAM CLEAR SPAN PERIMETER BLOCKING REOUIREO LMATING Z io CHASSIS MAIN AT EACH SIDE OF DOOR OR OTHER 24" MAX BEAMS (TYPICAL) OPENINGS OVER 48" IN SIOEWALL FOR _I (� ) ALL ROOF LOADS. SEE NOTE :30 UNE ENING L .. o < TYPICAL AT ALL (4) CORNERS - ORNERS:4000/ 4000 PIER/PAD 0.30 PSF Z .. m': 6000/ PIER/PAD O 40 PSF BEAMS (TYPICAL) 6000/ PIER/PAID 0 60 PSF ;] = n PIER1 0 80 PSF ,AD (NONE REOUIRED 0 20 PSF) • r_ 4- - K; PIERS AT EACH ENO OF MAIN 3000# PIER/PAD •0'20 PSF " BEAM ON TAG UNIT ONLY: 5000# PIER/PAD O 30 PSF t. ;G 5000/nPIER/Pg0 0 20 PSF a 3 t s bTt '8000#'PIER/PAD.'0 40PSF —r ^ �'• ¢orr .,_ :.s T2500/ PIER/PAD,ji 30:& 40 PSF t .`fj•�r 13 .�: `8000yrPiER%PAQ,O 60 PSF: �RIOCE ti _; � 2500% PIER/PAO'O 60 Ai�80 lPSF �`w w 10,000/ PIER/PAD O 80 PSF < MID -LENGTH OF TAG: If 27'-0" MAXIMUM TAG LENGTH _ RIDGE -. OSLOPEF ROOF ' , _ ROOF DIAGRAM TRANSVERSE TAC TRANSVERSE TAG SUPPORT PLAN.- - TRIPLE WIDE - TRANSVERSE TAG UNIT IA NOTES:" RIDGE BEAM—'COLUMN`"PIER SUPPORTS"ARE REQUIRED AT' EACH END 'OF­tLEAR'-SPAN OPENINGS AT THE MATING LINE THAT .ARE',GREATER THAN. 3'—.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. QROFESSIOp � =CHASSIS PIER SUPPORT PER "TABLE I -SUPPORT SCHEDULE". 5����� sOSEPii- =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". �P j0 N0. _RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C042077 m_REFERENCE "TABLE II RIDGE BEAM SUPPORTS".. SCHEDULE. -� ®=MATING LINE BEARING WALL PIER SUPPORTS EV. 3-:31-2M PER "TABLE III — SUPPORTS AT MATING LINE" SCHEDULE. CIVI1 1 =TYPICAL TIE—DOWN PER SHEETS S-20 & S-21. 9TEofcAUf���� 16- 2 x 40 x O < m n I TYPICAL PERIMETER SUPPORTS (NOT - REQUIRED FOR 20 PSF ROOFS) CHASSIS MAIN BEAMS — (TYPICAL) ll' -O' TYPICAL TIEOOWN SPACING Tnp.) MAX. T MATING UNE RIOCE BEAM CLEAR AN RIDGE 8_EA_M CLEAR SPAN MATING UNE BEARING WALLS ABOVE (TYPICAL) 24' MAX �t(Typ-) rMATING UNE RIDGE(, BM. CLEAR SPAN —CHASSIS MAIN BEAMS (TYPICAL) PERIMETER BLOCKING REQUIRED AT EACH SIDE OP DOOR OR OTHER OPENINGS OVER 48' IN SIDEWALL'FOR ALL ROOF LOADS. (SEE NOTE 3) - 7 RIDGE .. CRICKET RIDGE _ SLOPE OF ROOF LONGITUDINAL TAG ®■ t ROOF DIAGRAM LONGITUDINAL TAG, SUPPORT PLAN — TRIPLE .WIDE — LONGITUDINAL TAG UNIT' IA NOTES: 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 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. tk LEND:... QROfEsslo W=CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". M =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". P �o __ RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE m REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. N0. C 4207 1 I 4L.V - ®=MATING LINE BEARING WALL PIER SUPPORTS E* 3-311 PER "TABLE Ill. — SUPPORTS AT MATING LINE" SCHEDULE. CIVIL 1 =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 sjflorckool- 15 TABLE I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - NO EAVE 10' WIDE 12' WIDE 14' VIDE SOIL BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION, REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY . AREA 4'-0", CHASSIS 1820 262 2148 310 2424 349 1000 PSF 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 1500 .PSF: 6'_0. CHASSIS 2730 262 .3.222 310 3636. 349 8'. 0" CHASSIS 3640 395 4296 413 4848 466 4'-0" CHASSIS 1.820 1442148 1.55 2424 175 2000 PSF'- . 6'-0" CHASSIS: 2730 197 3222 232 3636 263 8'=0" CHASSIS 3640 263 4296 310 4848 349 'TABLE I SUPPORT SCHEDULE = 20 PSF-:ROOF LOAD - 16" EAVE 10' WIDE 12' WIDE 14' WIDE �,�--;,SOIL ;-;1' BEARING • , -..-. _:_ 1, SUPPORT i r...:.-%.``:.•`�`""� SUPPORT ... •.x�. ' . • • ' - - - •• .,.� ., .:: ; CAPACITY SPACING' LOCATION REQUIRED' REQUIRED REQUIRED1 REQUIRED REQUIREDL REQUIREDy . PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA 4'-0" CHASSIS 1980 286 •.2308 333 1725784 372 - 1000 PSF 6'-0" CHASSIS 2970 428 3462 499 3876 859 8'-0" CHASSIS .3960 _ .571 .. 4616 665 5168 .745 4'-0" CHASSIS ; 1980 190 2308 .222 2584 248 ` i 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 QtofESS10,y,� NOTES.-. �JOS E P y 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. Q 10 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14` NIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. C04207 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. EvG. 3-31-2006 CIVIL �7E0FCAUFO���� 18 NOTE - EACH DOUBLE WIDE SECTION OF 'T' MODEL MUST BE INOIVIOUALLY SUPPORTED PER THE 'SUPPORT PLAN FOR DOUBLE WADES' INSTRUCTIONS. HOWEVER, TIEOOWN ANCHORS ARE NOT REQUIRED AT THE MATING LINE BETWEEN THE TWO DOUBLE WADE SECTIONS AS SHOWN BELOW. TYPICAL PERIMETER 2'-0' MAX�'y SUPPORTS (NOT (TYP.) REQUIRED FOR 20 PSF ROOFS) 1 1 t t r= 0 z t Il' -0' TYPICAL TIEOOWN SPACING f - `L—PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) i wit unnTu 13'-6� MAXIMUM 13'-6' MAXIMUM J ?3 J �Z^ cc 0 <W m 3m� W Z 7 Z z F � � W Z m < a Z vl a < rn J UI N Q < U .WI _ m W I x I �^ 1 XJ <a 3V o� a N v SUPPORT PLAN - FOUR SECTION HOME - T MODEL JA NOTES: _ 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN I OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-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. �% Q%ofEssiom� �=CHASSIS. PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". �\5��SOSEPyE,jcy� =PERIMETER. PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". �P 10 NO. __RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE CO 077 m REFERENCE "TABLE II RIDGE BEAM SUPPORTS' SCHEDULE. �sttdd ® =MATING LINE BEARING WALL PIER SUPPORTS Ea PER "TABLE III — SUPPORTS AT MATING LINE" SCHEDULE. CIVIL. 1 =TYPICAL TIE—DOWN PER SHEETS S-20 & S-21 OFCA1. 0��\� 17 TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - 16" EAVE 10' WIDE 12' WIDE 14'' WIDE SOIL REQUIRED PIER CAPACITY REQUIRED FOOTING AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION CHASSIS 1032 .149 1244 180 1420 206 4'-0" PERIMETER 1200 173 1360 196. 1496 216 1000CHASSIS PSF 6'-0" . 1548 223 1.866 269 2130 308 -PERIMETER 1800 260 2040 294 2244 323 CHASSIS 2064 =298 2488 359 2840 410 .., PERIMETER •2400 346 2720 392 2992 431 CHASSIS 1.032 144 1244 144 1420 144 4'-0" . PERIMETER 1200 144 ..1360 144 1496 144 1500 ..PSF • - 6'-.O" CHASSIS 1548 149 1866 180. 2130 205 PERIMETER' 1800 173 2040 196 2244 216 CHASSIS 2064 198 2488 239. 2840 273 13 ��•:�1�.�.� < <; 8ra`01 PERIMETER° ba` --,`°24001` 'I "S 31�=,='� ;; .• .2720' _ t %2623 2992.. 28$" � CHASSIS 1032 144 1244 144 1420 144 PERIMETER 1200 144 -1360 144 1496 144 2000 PSF 6'-0" CHASSIS 1548 144 1866 144 2130 154 PERIMETER 1800 144 2040 147 2244 162 CHASSIS 2064 149 2488 18.0 2840 205 8'-0" PERIMETER. E 2400 173 2720 196 2992 21fi -y NOTES:; 1. REQUIRED FOOTING_ AREAS ARE SHOWN IN SQUARE INCHES. �Q v?,ovESSIOpq� F �OSEPy�,j�y�`^ �P o 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED NO. - 420 VALUES FOR THE .LARGER FLOOR SECTION WIDTH.'v i THE7 MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 1--31-2006 CIVIL OF CAIIF13 20 TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - NO EAVE SOIL 10' WIDE 12' WIDE 14' WIDE REQUIRED PIER CAPACITY REQUIRED FOOTING AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA REQUIRED . PIER CAPACITY REQUIRED FOOTING AREA BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION 4'-0" CHASSIS 1032 149 1244 180 1420 206 PERIMETER 988 143 1148 166 1280 186 1000CHASSIS PSF 6'-0" 1548 223 1866 269 2130 308 PERIMETER 1482 214 1722 248 1920 278 8'-0" CHASSIS 2064 298 2488 359 2840 410 PERIMETER 1976 285 2296 _ 331 2560 370 4--0- CHASSIS 1032 144 1244 144 1420 144 PERIMETER 988 144 1148 144' 1280 144 1500CHASSIS PSF 6'-0" 1548 149 1866 180 2130 205 PERIMETER 1482 144 1722 166 1920 185 CHASSIS 2064 198 2488 239 2840_ w273 1. PERIMETER 1976 190 2296 220 2560 246 CHASSIS 1032 144 1244 144 1420 144 PERIMETER 988 144 1148 144 1280 144 2000CHASSIS PSF 6'-0" 1548 144 1866 144 2130 154 PERIMETER 1482 144 1722 144 1920 144 CHASSIS 2064 149 _ 2488 - .. 180_ 2840 .205 i 8,-0 _ _ _ . PERIMETER 1976 144 2296 166. 2560 S 1 I .NOTES- � .. 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. ��Q QWOFESSIOp,�� F ���.SOSEPy�,��y��, p 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 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. N0. C042077' GExxpp..`�3-31-2006' CIVIL Tf OF ciolt��\� 19 TABLE -I 'SUPPORT SCHEDULE - 60 PSF ROOF LOAD - 16" MAX. EAVE SOIL 10' WIDE 12' WIDE 14' WIDE REQUIRED PIER CAPACITY REQUIRED FOOTING AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION CHASSIS 1032 149 1244 180 1420 206' PERIMETER 2016 291 2300 332 2500 360 1000CHASSIS PSF 1548 223 1866 269 2130 308 PERIMETER 3024 -436 3450 497 3800 548' CHASSIS, 2064. 298 .2488 359 2840 410 PERIMETER 4032 581 4600 663 5000 720 CHASSIS 1032 144 1244 144 1420 144 PERIMETER 2016 194 2300 221 2500 •240 ^` 1500 . P8F 6'—p» CHASSIS 1548 149 1866 180 2130 205 PERIMETER 30.24 291 3450 332 3800 366 CHASSIS 2064 198. 2488 239— 2840 273 8'-0 "PERIMETER. s: , -4032 '`388'r ,. ; -,�•,�.,,4600 .., =442. _ . 5000.,._ i . ,. 480 ..+. .a CHASSIS 1032 144 1244 144 1420 144 PERIMETER 2016 146 2300 166 2500 180 " 2000 PSF 6'-0" CHASSIS 1548 144 1866 144 2130 154 PERIMETER 3024 218 3450 249 3800 274 CHASSIS 2064 149 2488 180 2840 205 PERIMETER 4032 291 4600 332 5000 360 t NOTES: 1'. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES.0.- QROFESSIO,q �5����OSEPyFFycy�^ �P p. - 2. 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 VALUES FOR _THE .LARGER FLOOR SECTION WIDTH. N0. C042077 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Epp. 13-31-2006 CIVIL ck10 22 �Y TABLE I SUPPORT SCHEDULE - 40 PSF ROOF LOAD - 16" MAX. EAVE SOIL 10' WIDE 12' WOE 14' WIDE REQUIRED PIER CAPACITY REQUIRED • FOOTING AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA REQUIRED ' PIER CAPACITY REQUIRED FOOTING AREA BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION 4'-0" CHASSIS 1032 149 1242 179- 1418 204 PERIMETER 1450 209 1650 238 1817 262 6'-0" CHASSIS 1548 223 1863 268 2126 306 SF PSF PERIMETER 2175 313 2475 356' 2725 392 8'-0" CHASSIS 2064 297 2484 358. 2835 408 PERIMETER 2899 • 418 3299 475 3633 -• 523 - 4'-0" CHASSIS 1032 144 1242 144 1418 144 PERIMETER 1450 144 1650 158 1817 174 PSF 6'-0SF " CHASSIS .1548 149 1863 179 2126 204 PERIMETER 2175 209 2475 238 2725 262 CHASSIS .2064 ,. 198 2484 238 _2835. 272 PERIMETER 2899 278 3299 317 3633 349 4'-0" CHASSIS 1032 144 1242 144 1418 144 PERIMETER 1450 144 1650 144 1817 144 2000 PSF 6'-0" CHASSIS 1548• 144 1863 144 2126 153 PERIMETER 2175 157. 2475 178 2725 196' _ CHASSIS 2064 149 2484 179 2835 204' - 8' -0 " PERIMETER 2899 209 3299 238 3633 262 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. vtovESSIOp,� _- jOSEPHFjcy� . �p 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 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3.'THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. N0. C042077 Exp. 3-31-2006 - CIViI lfor CAltf 21 C H a c 3 TABLE II RIDGE. BEAM SUPPORTS - 20 PSF ROOF LOAD EXAMPLE DIAGRAM s 1000. ,_rl.(FEET�; q r 13`-O" - � ; . }'A(FEET) f 10'-6" SPAN FOR SUPPORT "A' SPAN FOR SUPPORT 'C" X 288 1500 13'-0" 192 10'-6" -- ..-•192 - 9'-6" 192 2000 13'-0". 144 10'-6" 144 9'-6" '11 RIDGE BEAM SUPPORT 'A" - RIDGE BEAM RIDGE BEAM SUPPORT "B" SUPPORT "C" h 16'-0" 360 13'=0" -360 12'-0" 360 1500 16'-0" 240 13'-0" 240 12'-0" 240 2000 16'-0" 180 13'-0" 180 12'-0" BEARING WALL 4000 1000 SPAN FOR SUPPORT 'B" to 21'-6" 576 19'-0" 576 • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 37-0". TO FIGURE -TIDE SPAN THAT A PARTICULAR SUPPORT .PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS. (SEE EXAMPLE DIAGRAM ABOVE) TABLE.. 11. RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD SUPPORT. SOIL 10' WIDE. 12' WIDE 14' WIDE fPOUNDS� - ' MAXIMUM UM F OTIRNG MAXIMUM UM FOOTING MAXIMUM UM FOO 2000 1000. ,_rl.(FEET�; q r 13`-O" - �1,AREA 288 ; . }'A(FEET) f 10'-6" ,• ;AREA}; 288 i :.h(.FEET) 9'-6" 288 1500 13'-0" 192 10'-6" -- ..-•192 - 9'-6" 192 2000 13'-0". 144 10'-6" 144 9'-6" 144 . 2500 1000 16'-0" 360 13'=0" -360 12'-0" 360 1500 16'-0" 240 13'-0" 240 12'-0" 240 2000 16'-0" 180 13'-0" 180 12'-0" 180 4000 1000 25-6" 576 21'-6" 576 19'-0" 576 1500 25'-6" 384 21'-6" 384 19'-0" 384 2000 25'-6" 288 21.'-6" 288 19'-0" 288 _ 5000 :+1000 ti�:32._0.. <.: - -720' '26`=6" "720 24`-0" .720- ..`. ,. 1500 32'-0" 480 26'-6" 480.; 24'-0" 480 2000 32'-0" 360 26'-6" 360 24'-0" 360 6000 1000 38'-6" -864 32'-0" 864 28'-6" 864 1500 38'-6" 576 32'-0" 576 28'-6" 576 2000 38'-6" 432. 32'-0" 432 28'-6" 432 8000 1000 --- --- 43'-0" 1152 37'-6" 1152 1500 --- --- 43'-0" 768 37'-6" 768 2000 --- --- 43'-0" 576 37'-6" 576 NOTES- �S��SOS E Py E 1. PIER SUPPORTS ARE• NOT'REQUIRED UNDER BEARING WALLS AT THE MATING UNE FOR 20 PSF ROOF LOADS. NO. 2. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. C042077� 3. UNIT WDTHS..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 Exp. 3-31-2006 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 4. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. CMI �jEOi CAllf�ft 24 TABLE I SUPPORT SCHEDULE - 80 PSF ROOF LOAD - 16" MAX. EAVE 10' WIDE 12' WIDE 14' WIDE SOIL REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED BEARING CAPACITY SUPPORT . SPACING SUPPORT LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY. AREA CHASSIS 1032 149 1244 180 1420 206 4'-0" PERIMETER 2500 360 2880 415 3184 460 CHASSIS 1548 223 1866 269 2130 308 SF PSF 6'-0" ' PERIMETER 3775' 554 4320 622 4776 690 CHASSIS 2064 298 2488 359 2840 410 8'-0" PERIMETER See Note 4 See Note 4 See Note 4 See Note .4 .See ,Note 4 See Note 4 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 2500 240 2880 277 3184 306 1500CHASSIS 1548. 149 1866 180 2130 205 PSF 6'-0", PERIMETER 3775 363 4320 415 4776 460 CHASSIS 2064 198 sr 2488 ,239 2840. 273 PERIMETER See Note 4 See Note 4 See Note .4. See Note .4 See .Note .4 See Note 4 i f CHASSIS 1032 144 1244 144 1420 , 144 4'—O" PERIMETER 2500 180 2880 208 3184 i 230 CHASSIS 1548 144 1866 144 2130 154 SF PSF 6--0 PERIMETER. 3775 272 4320 311 4776 344 CHASSIS 2064 149 2488 180 2840 205 4See PERIMETER See Note 4 See Note 4 Note 4 See Note 4 See Note qSee Note 4 I I i QRt]fEsslo TF DOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. �\s`�40SEPH�, �``' �Q �0 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION .WIDTH. C. 077 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3- t-2006 4. THE MAXIMUM PERIMETER. SUPPORT SPACING '= 6'-0" 0/C. CIVIL sjlTforCAlIfO���� 23 a c 3 a c r TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD EXAMPLE DIAGRAM NOTES: �\5���SOS E PI/ I. REQUIRED FOOTING AREAS ARE SHOWN IN'SQUARE INCHES. 2. UNIT WIDTHS 10` WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED CO 77� VALUES FOR THE 'LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. — CIVIL OF CAl1F��e W x x SPAN FOR SUPPORT 'A' SPAN FOR SUPPORT C. • RIDGE -BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING UNE 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 3 PSF. ROOF LOAD BEARING RIDGE BEAM RIDGE BEAM I WALL SUPPORT "A" SUPPORT 'C' 1000 5-6" 288 5'-6" 288 5-6" 288 BEARING WALL MATING RIDGE BEAM 1500 5 ;-6" SUPPORT PER UNE SUPPORT 'B" io TABLE III. I SPAN FOR SUPPORT 'B" i7 NOTES: �\5���SOS E PI/ I. REQUIRED FOOTING AREAS ARE SHOWN IN'SQUARE INCHES. 2. UNIT WIDTHS 10` WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED CO 77� VALUES FOR THE 'LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. — CIVIL OF CAl1F��e W • RIDGE -BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING UNE 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 — 40 PSF. ROOF LOAD SUPPORT '�APACI POIfNDS SOIL 1'0' WIDE 12' WIDE 14' WIDE BEARING MAXIMUM ' REOUIRED MAXIMUM REQUIRED MAXIMUM REQUIRED CAPAC TY 'r 'cam. SPA ,, .h FOOTING SPA x == FOOTINGi'•7,i w = :IPSFSE . �. r`2 ;(FEET `-' t 1 `'•'AREA },� , Sr: l (F:EET�r ? c '' AREA {.�`(FEET� '�: is `t FAREAG— `y t 1000 5-6" 288 5'-6" 288 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 6000 1000 17'-0" 864 17'-0" 864 17'-0" 864 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: �\5���SOS E PI/ I. REQUIRED FOOTING AREAS ARE SHOWN IN'SQUARE INCHES. 2. UNIT WIDTHS 10` WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED CO 77� VALUES FOR THE 'LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. — CIVIL OF CAl1F��e W c i a r TABLE II RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD EXAMPLE DIAGRAM x a SPAN FOR SUPPORT "ASPAN FOR SUPPORT "C" TABLE II RIDGE BEAM SUPPORTS '— • 30 -PSF--ROOF. -LOAD BEARING RIDGE BEAM RIDGE BEAM SOIL BEARING CAPATY ( WALL SUPPORT 'A' SUPPORT 'C" h — — z x BEARING WAIL MATING RIDGE BEAM -288 SUPPORT PER UNE SUPPORT "B' .o TABLE III• 9'-6" SPAN FOR SUPPORT 'B' M 192 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) - -t NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE. AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT 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. 25 14' WIDE t AAXIMUM REQUIRED SPA FOOTING i r (FEET AREA. •7'-0" 288 7'-0" 192 7'-0" 144 _ 9'-0" 360 9'-0" 240 9'-0" 180 14'-0" 576 14'-0" 384 14'-0" 288 17'-6" 720 17'-6" 480 - 17'-6" 360 21'-6" 864 21'-6" 576 21'-6" 432 28'-6" 1152 28'-6" 768 j 28'-6" 576 QR5vESSION�� SoSEPy���,y�� ,I � N®. O C042®77/,` Exp. - - CIVIL ffl1E or RIO��� TABLE II RIDGE BEAM SUPPORTS '— • 30 -PSF--ROOF. -LOAD SUPPORT „( S SOIL BEARING CAPATY ( 10' WIDE MAXIMUM i'SAFOOTING' T 12' WIDE MAXIMUM NIPOUND) FE�FOG (E EA I 1000 9'-6" 288 8'-0" -288 2000 1500 9'-6" 192 8'-0" 192 2000 9'-6" 144 8'-0" 144 2500 1000 12'-0" 360 10'-0" 360 1500 12'-0" 240 10'-0" 240 2000 12'-0" 180 10'-0" 180 4000 1000 19'-6" 576 16'-0" 576 1500 19'-6" 384 16'-0" 384 2000 19'-6" 288 16'-0" 288 5000 1000 24'-0" 720 20'-0" 720 1500 24'-0" 480 20'-0" 480 2000 24'-0" 360 20'-0" 360 6000 1000 29'-0" 864 24'-0" 864 1500 29'-0" 576 24'-0" 576 2000 29'-0" 432 24'-0" 432 8000 1000 39'-0" 1152 32'-0" 1152 1500 39'-0" 768 32'-0" 768 2000 39'-0" 576 32'-0" 576 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE. AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT 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. 25 14' WIDE t AAXIMUM REQUIRED SPA FOOTING i r (FEET AREA. •7'-0" 288 7'-0" 192 7'-0" 144 _ 9'-0" 360 9'-0" 240 9'-0" 180 14'-0" 576 14'-0" 384 14'-0" 288 17'-6" 720 17'-6" 480 - 17'-6" 360 21'-6" 864 21'-6" 576 21'-6" 432 28'-6" 1152 28'-6" 768 j 28'-6" 576 QR5vESSION�� SoSEPy���,y�� ,I � N®. O C042®77/,` Exp. - - CIVIL ffl1E or RIO��� TABLE II RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD EXAMPLE DIAGRAM D H z z x X ' Q . SPAN FOR SUPPORT "A' SPAN FOR SUPPORT 'C' • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING UNE BEARING RIDGE BEAM RIDGE BEAM i WALL SUPPORT 'A" SUPPORT "C" • TO FIGURE -THE- SPAN THAT A PARTICULAR SUPPORT, PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO TMATING j ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE). X a BEARING WALL BEAM SUPPORT PER UNE SUPPORT 'B' TABLE III. SPAN FOR SUPPORT 'B' h 2 11 __ - . 28 • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING UNE THAT ARE GREATER THAN 3"-0". • TO FIGURE -THE- SPAN THAT A PARTICULAR SUPPORT, PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE). TABLE II RIDGE BEAM SUPPORTS - 80. PSF ROOF LOAD SUPPORT CAPACITI( POUNDS)) z r 5th I -•,.. ... .. SOIL 10'. NOE. 12' -WIDE 14' WIDE BEARING " MAXIMUM REWIRED MAXIMUM REQUIRED -MAXIMUM REQUIRED CApAC TY SPA 11, FO TING .r SP.A f0 TING SPA FOOTING..-. iFc�r;, (PSF Af_L EET ' a i.'•.°AREA.;, , (FEEi ' �' �'T. r AREA ' 1. � 1 u.i(FEETS r IwARfA`-J f ., - .r r ... 1000 8'=5" 576 7'-0'" 576 6'-3" 576 4000. ` '1500 8'-5" 384 7'-0" 384 6'-3" 384 :- 2000 - 8'-5" 288 7'-0" —288 6'-3" 288 . 1000 12'=8" 864 10'-8"- 864 9'-4" 864 _ '6000* 1500 12'-8" 576 10'-8" 576 9'-4" 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' 17'-0" 576- 14'-0" 576 12'-6" 576 1000 ` 1440 17'-9" '1440 15'=6" 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 x 12000 1500 25'-4" 1152 21'-4" 1152 18'-6" 1152 2000 25'-4" 864' 21'-4" 864. 18'-6" 864 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. r QROfESSIOp/� ��� SOS E Py E,iy� �0 9 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 VALUES FOR THE LARGER FLOOR SECTION WIDTH. NO. C042077 . i 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Eyf. 3-31-2006 j I CIVIL EOF CAUEO��\� 28 c 3 t z TABLE II RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD EXAMPLE DIAGRAM s TABLE II RIDGE BEAM SUPPORTS = '60 PSF ROOF x X SPAN FOR SUPPORT "A' SPAN FOR SUPPORT 'C' SUPPORT SOIL 10' WIDE. 12' WIDE ;o BEARING RIDGE BEAM RIDGE BEAM I WALL SUPPORT 'A' SUPPORT 'C' h REQUIRED FAREAG MAXIMUM (FEET REQUIRED FAREAG s a BEARING WALL MATING RIDGE BEAM SUPPORT PER UNE SUPPORT '8'. 40 TABLE III. I SPAN FOR SUPPORT 'B"' h • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT. THE MATING. UNE . 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) 19 iI 27 TABLE II RIDGE BEAM SUPPORTS = '60 PSF ROOF LOAD SUPPORT SOIL 10' WIDE. 12' WIDE 14' WIDE APACI �POUNDS� BEARING CA�SFS MAXIMUM ;' '.'(FEET.' REQUIRED FAREAG MAXIMUM (FEET REQUIRED FAREAG MAXIMUM REQUIRED FA TING7' (FEET REA 1000 5'-4" 288 4'-6" 288 4'=0" 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"144.0 20'-0" 1.440 ` 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 QROFESSIOpq� NOTES: ��� F ���. SOSEPH .1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12', WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH 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. 1 CIVIL ffATf OF CAL11go 1 J 27 TABLE III SUPPORTS. AT MATING LINE BEARING WALL - 40 PSF ROOF LOADS EXAMPLE DIAGRAM i -c LEGEND: MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. RIDGE BEAM SUPPORTS PER TABLE 11. "L"= SUPPORT SPACING PER TABLE III .BELOW. L_4 . q4 -ABLE Ill. MATING LINE WALL SUPPORTS — 40 PSF R00.1 SUPPORT CAPACITY (POUNDS) x V V V MATING SUPPORT SPACING (FEET) LINE 4000 1000 5'-0" 504 1500 5'.-0" 336 5000, 1000 7'-0" 706 CLEAR -SPANCLEAR 476'-". 6000 SPAN 8'-0' MATING LINE SEARING WALLS 1500 8 540 LEGEND: MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. RIDGE BEAM SUPPORTS PER TABLE 11. "L"= SUPPORT SPACING PER TABLE III .BELOW. L_4 . q4 -ABLE Ill. MATING LINE WALL SUPPORTS — 40 PSF R00.1 SUPPORT CAPACITY (POUNDS) SOIL BEARING CAPAC Ty (PSF!I SUPPORT SPACING (FEET) 14.' WIDE REQUIRED FOOTING AREA 4000 1000 5'-0" 504 1500 5'.-0" 336 5000, 1000 7'-0" 706 -1500 7'-0" 476'-". 6000 1000 8'-0' .806 1500 8 540 7000 1020= 9,-6" 960 1500 1. 9,_6. 640 NOTES: A. REQUIRED. FOOTING' AREAS ARE SHOWN IN SQUARE- INCHES. 2. UNIT WIDTHS .10' WIDE. 12' WIDE, .-AND .14- WIDEREPRESENTWIDTH OF UNIT AT EACH SIDE. OF THE MATING LINE. MERE 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. go] (� NO. CO 7,,�, CIVIL flq I -Of �00'4t TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 30 PSF ROOF LOAD t c z EXAMPLE DIAGRAM - LEGEND- ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. M = RIDGE BEAM SUPPORTS PER TABLE 11. "L" = SUPPORT SPACING PER TABLE III BELOW. TABLE III RIDGE BEAM SUPPORTS — 30 X Q " MATING to1 LINE 10' WIDE SUPPORT REQUIRED 5(FEET�G : FAREAG 12' WIDE SUPPORT REQUIRED SPACING F AREAL, h _ 2000 1000' 4'-6" 288. 4'-0" ._ ' 288 1500 4'-6" 192 4'-0" 192 aCLEAR SPAN CLEAR 3'-6" 2500 1000 SPAN 360 MATING UNE BEARING WALLS ' i0 I 4'-6" 1500 6'-0" 240 5'-0" 240 4'-6" LEGEND- ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. M = RIDGE BEAM SUPPORTS PER TABLE 11. "L" = SUPPORT SPACING PER TABLE III BELOW. NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN. IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND '14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT 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. 29 14' WIDE f REQUIRED FOOTING• _. AREA 288 192 144 360 240 180 576 384 288 . •720 480 360 864 576 432 jpSEPyE,y\�. N0. C04. 7 Exp. - - CIVIL I a, TABLE III RIDGE BEAM SUPPORTS — 30 PSF ROOF LOAD SUPPORT CAPACIS� SOIL BEARING CAPACITY. 10' WIDE SUPPORT REQUIRED 5(FEET�G : FAREAG 12' WIDE SUPPORT REQUIRED SPACING F AREAL, SUPPOR S(F E�T{I _ 2000 1000' 4'-6" 288. 4'-0" ._ ' 288 1500 4'-6" 192 4'-0" 192 3'-6- 2000 4'-6" 144 4'-0" 144 3'-6" 2500 1000 6'-0" 360 5'-0" ' 360 4'-6" 1500 6'-0" 240 5'-0" 240 4'-6" 2000 6'-0" 180 5'-0" 180 4'-6" 4000 1000 9'-6" 576 ' 8'-0" 576 7'-0" 1500 9'-6" 384 8'-0" 384 7'-0' 2000 9'-6" 288 8'-0" .288 7'-0" _. 5000 1000• 12'-0" 720- •10'=0" 720 j 9'-0" 1500 12'-0" 480. 10'-0" 480 9'-0" 2000 12'-0" 360 10'-0" 360 9'-0" 6000 1000 14'-0"- 864 12'-0" 864 10'-6' 1500 14'-0" 576 12'-0" 576 10'-6" 2000 14'-0" 432 12'-0" 432 10'-6" NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN. IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND '14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT 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. 29 14' WIDE f REQUIRED FOOTING• _. AREA 288 192 144 360 240 180 576 384 288 . •720 480 360 864 576 432 jpSEPyE,y\�. N0. C04. 7 Exp. - - CIVIL I a, . �..t......�..,�xni•radiid'twmtt �im:NMe�+doafa-'' - � ._�... •N'R.'� �i;. a . i.1 • , a ?.1� Yj' „ - d�?r • }, v - . ,�; "1ti .� LEGEND:.. ' ■ =CHASSIS'PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE".. MATING LINE - - - - ` _PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT ?r; (NOT REQUIRED FOR 20 PSF ROOFS) ,i,;_ ' ti =: INSTALL PIER AT EACH'FACTORY ® -MATING LINE BEARING WALL PIER SUPPORTS "TABLE $ CHASSIS MAIN BEAMS ' - INSTALLED OUT- SER III - SUPPORTS AT MATING LINE" SCHEDULE. - 0 (TYPICAL) , i '� : RIGGER do WHEN y C14 OUTRICCEff IS r -RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW "TABLE GREATER THAN REFERENCE i"TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. 1ISIDEWALL' 24"'FROM, END OF OUTSET, INSTALL PIER AT ENO PROVIDE CHASSIS, ET. =TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH PERIMETER. MATING UNE ANO !n o ' I' Ja SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING MINIMUM PIER CAPACITIES;RIOCE BEAM COLUMN PIER~0 SUPPORTS PER STANDARD MODEL - I`'' •1,2'-0" MAXIMUM te, Si S U P P 0 R T PLAN — OU T S E T FLOOR =`1 A PIER CAPACITY REQUIREMENTS FOR OUTSET FLOOR AND PORCH COLUMNS (wr ROOF. LIVE LOAD / PIER -CAPACITY I ! �. PIER LOCATION 20 PSF 30 PSF .40 PSF 60 PSF 80 PSF MATING LINE OUTSET FLOORS 2500 lbs. 2500 lbs. --- --- --- SIDEWALL 'PORCH 2000 4000 4000 6000 6000 JNSTALL BIERS ENO - POSTS POUNDS POUNDS POUNDS POUNDS POUNDS oPORCH a RECESSED SIDEWALL PORCH UNDER. MIDDLE .POST, AT PORCH 2000 LB. 4000 LB. 4000 6000 6000 ABOVE. (MORE MIODLEu- POSTS POUNDS POUNDS POUNDS POUNDS POUNDS N07E5: CHASSIS MAIN BEAMS 7' MAX THAN,ONE POST ~ ' b (TYPICAL) °"'' i MAY:000UR , n17711 DEPENDING UPON 1, TO DETERMINE MINIMUM PAD SIZE'FOR PIER CAPACITIES LISTED THE.FLOORPLAN) ABOVE, USE THE "REQUIRED FOOTING AREA" COLUMN OF CAPACITIES PER "TABLE II - RIDGE BEAM SUPPORTS" SCHEDULE, MAKING SURE L TABLE . AT RICHT. TO USE THE. SOIL BEARING CAPACITY THAT MATCHES YOUR SITE CONDITION, THE CAPACITY LISTED ABOVE, AND THE PROVIDE CHASSIS. CORRESPONDING PAD SIZE LISTED. - PERIMETER. MATING LINE AND RIDGE BEAM COLUMN PIER -INSTALL SIDEWALL PIERS UNDER EACH PORCH END=POST ABOVE.' 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH SUPPORTS PER STANDARD MODEL 8' MAX 8' MAX CAPACITY; PER TABLE AT RIGHT. END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO TABLES 11 AND III SUPPORT PLAN — RECESSED I S I. O E W A L L — P. 0 cR C. H 6 PERIMETER PORCH POST RECESSED STANDARD SIDEWALL �� OUTSET FLOOR JOISTS ABOVE E— $I E4L (BEYOND) I SIDEWALL FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. (ABOVE ) II TYPICAL FLOOR 11 • I (2) 16d TOE -NAIL f I 1 (2) 2x6 N 2 OF 0 - (2) 16d NAILS TOE-NAILED TOE -NAILED 8 FACTORY INSTALLED QQOf ESSIpp �! � SOSEPy fJty BETTER NAILED cr:r, OUTRIGGERS j0 TOGETHER WITH ACCESSIBLE) _ °�P 16d NAILS AT 4" 0/C 14- (NO SPLITS ALLOWED) I 111 11 11 ! INSTALL PIER AT EACH FACTORY CONO. 77 / n . 9" MAX. / 1 ">�•! "INSTALLED OUT- +++--- PIER UNDER EACH I� �1 1 /fill TO. CHASSIS I MAX. RIGGER & WHEN Ep. 1-31-2006 PORCH POST ABOVE J16_ _:11L 1j UII�pIER SUPPORTS_ 1 111 (BEYOND) OUTRIGGER IS GREATER THAN CIVIL ����fo[CALI(4��� -APPROVED ___�_ l� ;: • 24" FROM. END OF FOOTING STD. CHASSIS 11 ,' 11 ' i OUTSET, INSTALL oruwxc SUPPORT PLANS ROOF LOADS PIER SUPPORT J16m_adl� PIER AT EA. END 30 PSF 40 PSF (BEYOND) OF OUTSET FLOOR OUTSET FLOOR AND CAPACITY FOR THIS SUPPORT CONDITION RECESSED SIDEWALL 60 PSF 80 PSF 3000 POUNDS MAXIMUM DRAW By D. HOLT DAM 2-3-95 S-5 S U P P O R T D E T A I L C S. U P.. P O. R T D E T A I L 0 0s OT D. HOLT CA ¢ 3-28_96 •N'R.'� �i;. a . i.1 • , a ?.1� Yj' „ - d�?r • }, v - . ,�; "1ti .� TABLE III -SUPPORTS AT MATING LINE BEARING WALL- 60 & 80 PSF ROOF LOADS EXAMPLE DIAGRAM 0 t: z r 0 z LEGEND: ®= MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. x-L. .L. .L. .L. .L. a m MATING ;o UNE r SOIL - 10' WIDE 12' WIDE' 14' WIDE � CPOUNOS) ApSFITY I x CLEAR SPANL BAR ff SPACI�(G FOOTIIRNGD =(FEET) .: -.:AREA AN ' MATING UNE BEARING WALLS 4'-6" 5764'-0" 576.., h 4000 LEGEND: ®= MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. M = RIDGE BEAM SUPPORTS PER •TABLE II. "L" = SUPPORT SPACING PER TABLE UI BELOW:. } TABLE III RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD } SUPPORT SOIL - 10' WIDE 12' WIDE' 14' WIDE CPOUNOS) ApSFITY _' SP EET�G - F�REAG .: SPACING ' FOOTING :(FEET) ; 'AREA' SPACI�(G FOOTIIRNGD =(FEET) .: -.:AREA 1000 5'-4" 576 4'-6" 5764'-0" 576.., 4000 .1500 5'-4' 384 4'-6" 384 4'-0" 384 2000 .5'-4-288 4'-6" - 288•4'-0" 288 TABLE III RIDGE BEAM SUPPORTS — 80 PSF ROOF LOAD SUPPORT SOIL 10' WIDE 12' WIDE 14' WIDE FAPACIT POUNOS� BEARING CApPSFSTY (1000 SUPPORT REQUIRED S(PF ET�G FOREAG SUPPORT REQUIRED S(FEET�G FAREAG SUPPORT REQUIRED S(PFEET�G F OTING , 4'-3" 576 S-6" 576 3'-0" 576 + �._ 4000. 1500 4'-3"- 384 3'=6"-` 384 3'=0" 384 2000 4'-3" 288 3'-6-288 3'-0" 288 II i k Q40 f ESSIOp,�� NOTES-v�5���� ��� SOS E Py F 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL. USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. C0 077 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Eq. 3-31-2006 CIVIL F , or CAL0 ` 31 m 20'70" PORCH" SUPPORT TABLE LEGEND: a' 20 PSF;.' 30 PSF PIERFOO.TINC' PIER FOOTING. .. CHASSIS PIER SUPPORT' PER "TABLE 1 SUPPORT SCHEDULE". PROVIDE CHASSIS, MATING 20'—O" MAXIMUM PERIMETER, AND CAPACITY AREA, CAPACITY AREA ' SUPPORTS PER "TABLE I SUPPORT '.—SCHEDULE"-. PARING LINE PIER LINE 10'-0" 10'—O" SIDE COLUMN 2400 lbs. 346 3200 lbs. 461 (NOT .: SCHEDULE": (NOT REQUIRED FOR 20 PSF ROOFS) SUPPORTS PER MAAlMUM MAXIMUM Z) 3 CENTER COLUMN 2400 Ibs. Zk 3200 lbs. 461, .STANDARD MODEL . MATING LINE BEARING WALL PIER SUPPORTS ® CORNER COLUMN 2400 Ibs, 3>46 2400 lbs. 346 I w PER "TABLE III = SUPPORTS AT MATING LINE" SCHEDULE. —RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW ❑e 40 PSF.: ,; :60 • F.Sf PIER. FOOTING ', PIER '; FOOTING REFERENCE "TABLE II RIOGE BEAM SUPPORTS" SCHEDULE. CAPACITY AREA: CAPACITY .•AREA . SIDE COLUMN 6000 lbs. 864 6000'lbs. 864 c� a TYPICAL. OUTSET FLOOR OR RECESSED SIDEWALL PORCH *7 CENTER COLUMN 60001bs. 864_ 6000163, ' 864 x ctN, CHASSIS MAIN a BEAMS TYP. PORCH/ a ( ) SUPPORT PIER LOCATED AS NOTED NTH THE FOLLOWING MINIMUM'PIER 4>- DICK CAPACITIES; CORNER COLUMN 4000 lbs. 676' 4000lbs. 676 w p; ENDWALL = ..; O 80 PSF, :..;::.. . c>` PIER FOOTING . CAPACITY AREA NOTES: SIDEWALL 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED S1DE COLUMN 8000 lbs. 1152 "SIDE COLUMN" SUPPORT ABOVE, USE THE "REQUIRED FOOTING AREA" COLUMN OF "TABLE 11 - RIDGE BEAM SUPPORTS" SCHEDULE. MAKING SURE CENTER COLUMN 8000 lbs. 1.152' SIZE PER TABLE AT RIGHT TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR CORNER COLUMN 6000 lbs.. 864 - "CENTER .COLUMN" SUPPORT SITE CONDITION, THE CAPACITY. LISTED ABOVE, AND THE. CORRESPONDING. PAD SIZE LISTED. SIZE PER TABLE AT RIGHT } NOTE: 2. RIDGE BEAM COLUMN PIER. SUPPORTS ARE REQUIRED AT EACH "CORNER COLUMN" SUPPORT FOOTING PAD SIZES ARE SHOWN ilN SQUARE INCHES END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT SIZE PER TABLE AT RIGHT r? ARE GREATER THAN 3"-0". .3. RIDGE BEAM' COLUMN _PIER SUPPORT LOCATIONS VARY WITH fi4' i "> EACH INDIVIDUAL FLOOR PLAN. REFER TO TABLES II AND III FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. SUPPORT PLAN —. 1 3'-6"x 20'-0" PORCH A PROVIDE CHASSIS, MATING 10'-0" MAX. PIER REQUIREMENTS AT COLUMNS FOR TRANSVERSE TAC .WITH PORCH/OEC PERIMETER, AND LINE ® ROOFLIVE LOAD "/ PIER'CAPACITY MATING LINE PIER SUPPORTS PER 20 PSF 30-PSF. 40 P$F; .¢O PSF 80 PSF TRIPLE WIDE — PIER CAPACITY 2000 lbs. _ 2500 Ibs..4000 lbs 4006 i6s. 6000 Ibs, TRANSVERSE TAG ENDWALL UNIT" FOOTING'!AREA 288 360 576 576 864 SUPPORT PLAN ROOF DIAGRAM. — TRANSVERSE TAG 'MTH` PORCH/DECK — — — QAOFtssro, ,,,; .. o } W CHASSIS MAIN a BEAMS (TYP.) PORCH/ ^, \S`�Q�O� �QSEPy�F�� 1�� a > S DECK RIDGE ar �p� O ENDWALL r} o ( ,_ NO — �07 RIDGE i -'- COLUMN , SIDEWALL ( I PORCHy'/ DECK CIVIL PE f���FOFCAUfOR�\� WHEN PORCH/DECK OCCURS AT ENO OF THE OF. COLUMN, TRANSVERSE TAG, PROVIDE ADDITIONAL SPECIAL SUPPORTS UNDER EACH COLUMN TRANSVERSE j" TAG f. ' "AWN' SUPPORT PLANS aoOF lows P5F AT PORCH/DECK PER TABLE AT RICHT. FOR30 P20 SF 40 PSF DECKSS 60 PSF 80 PSF puw BY D. HOLT CAa3-28-96 S— S U P P O R T P L A N — T R A N S V E R S E T A G W I T H P O:;R, C H O E C. q 8 Fosm eY — OA}[ — PROVIDE CHASSIS, 8'-0" MAX PROVIDE CHASSIS, 10'-0" MAX. LEGEND: PERIMETER, AND END PORCH PERIMETER, AND MATING LINE PIER (FULL WIDTH) MATING LINE PIER EF D'PORCH SUPPORTS PER (ULL..WIDTH) STANDARD MODEL SUPPORTS PER {;' . CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". STANDARD MODEL <-•, -PERIMETER-PfER SUPPORTS PER "TABLE I SUPPORT -SCHEDULE". (NOT REQUIRED FOR 20 PSF ROOFS) jr07 W rX/Z ® _MATING LINE BEARING WALL PIER SUPPORTS x FER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. ENDWALL o a ENDWALL c MATING � MATING m _RIDGE BEAM COLUMN -PIER SUPPORTS PER NOTE 3 BELOW j I LINE PORCH/DECK j j LINE PORCH/DECK REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. IT n: a' aPROVIDE PROVIDE TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH RIDGE RIDGE BEAM SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING D :COLUMNEPIER MINIMUM PIER CAPACITIES; i SUPPORTS COLUMN PIER - SUPPORTS o a PER CARPET a a PER"CARPET CHASSIS MAIN LAYOUT AND 2 CHASSIS MAIN LAYOUT AND �- o BEAMS (TYP.) RIDGE BEAM 1-6 BEAMS (TYP.) RIDGE BEAM j , FIELD SUP- 2 O FIELD SUP- PIER REQUIREMENTS FOR ENO PORCHES, CORNER PORCH AND FIREPLACES PORT PIER" PORT PIER" ' < DRAWING - DRAWING O ROOF LIVE LOAD / PIER CAPACITY 0 S e • 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF RECESSED ENO PORCHES 2000 lbs. 2500 lbs. 4000 lbs. 4000 lbs. 6000 IDs. SIDEWALL J 1.4-0„ ENTRY SIDEWALL CORNER PORCH 2000 lbs. 2500 lbs. 4000 Ibs. 4000 Ibs. 6000 lbs. PROVIDE SPECIAL PIERS AND PADS PROVIDE SPECIAL PIERS AND PA., FIREPLACE 2000 lbs. 2500 Lbs. 4000 Lbs. 4000 Lbs. 6000 lbs. AT (4) LOCATIONS OF PORCH AS SHOWN- AT ALL (4) CORNERS OF PORCH - FOR MINIMUM CAPACITIES SEE TABLE FOR MINIMUM CAPACITIES SEE TABLE `. AT RIGHT OF THIS SHEET. AT RIGHT OF THIS SHEET. NOTES: 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED 64 64 ABOVE, USE THE "REQUIRED FOOTING AREA” COLUMN OF SUPPORT PLAN END PORCH W "TABLE II - RIDGE BEAM SUPPORTS" SCHEDULE, MAKING SURE -' RECESSED ENTRYA SUPPORT PLAN - END PORCH DECK B TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR PROVIDE CHASSIS, NOTE: PROVIDE CHASSIS, MATING 10'-0' MAX. SITE CONDITION, THE CAPACITY LISTED ABOVE, AND THE PERIMETER, AND MATING FIREPLACE MAY PERIMETER, AND LINE CORRESPONDING PAD SIZE LISTED. MATING LINE PIER LINE OCCUR AT ANY MATING LINE PIER SUPPORTS PER ' ENDWALL SUPPORTS PER 2. RIDGE BEAM. COLUMN PIER SUPPORTS ARE REQUIRED AT EACH STANDARD MODEL STD. MODEL FEND OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ENDWALL ARE GREATER THAN 3"-0". 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH ENDWALL ' EACH INDIVIDUAL FLOOR PLAN. REFER TO TABLES II AND III fwl mo PROVIDE FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. ZRIDGE BEAM X22"4— TYP. _j COLUMN PIER x �3 OL SUPPORTS p QROFESSION/, x CHASSIS MAIN F <�; PORCH PER "CARPET `S�� ��OSEP/je CHA OL CE <Y . BEAMS (TYP.) OeCK LAYOUT AND QQ BEAMCHAS S (TYPI) EXTENSION I ;' io �� ENDWALL RIDGE BEAM % D m I FIELD SUP— N0. a i7 } 'PORT PIER" C0420%� 7PADS, .DRAWING-rT�Ew L-1L24�J SIDEWALL SIDEWALL f�rcAAFlOFCAlIfOPROVIDE SPECIAL PIER AND PAD AT PROVIDE SPECIAL PIEDAA""oSUPPORTPLANS eoarlows CENTER OF FIREPLACE END JOIST AS AT THE (2) PORCH LSHOWN — FOR MINIMUM CAPACITIES SEE ' FOR -MINIMUM CAPACIPORCHES AND 30 P20 PSF SF 40 PSF TABLE UPPER RIGHT OF THIS SHEET, AT RIGHT OF. THIS SHEET. FIREPLACES 60 PSF 40 PSF e OMAN sr D. HOLT DATE 2-6-95 UPPORT PLAN E NDWALL FIREPLACE C SUPPORT PLAN., CORNER :,PORCH.. , DECK D I[MSD BY 0. HAI TDATE 3-28-96 S— 6 RIDGE BEAM BOLTING DET SEAL JOINT FOR ENTIRE LENGTH AT FLOOR TO FLOOR CONNECTION WITH EXTERIOR GRADE CAULKING OR EQUAL TO PROHIBIT AIR AND WATER INFILTRATION • �` • WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF W ti ,PATTERN 20 P.S.F. (Y) LAYERS TYPE 15 FELT OR ASPHALT RIDGE SHINGLES 80 P.S.F. 3" MIN. r, 12'-9" W-10" 5'-0" 5'-0" 3'-10" APPROVED EQUAL FIELD < ONLY, A BOLT CLUSTER IS FIELD INSTALLED W/ (2) !; LAG SCREW CLUSTER TABLE I INSTALLED, EXTENDING 6" 12 GA. x 1 1/4" ROOFING REQUIRED AS SHOWN. FOR 2 BOLTS 25'-6" 17'— 8" MINIMUM ON EACH SIDE NAILS AT EACH SHINGLE OUANTITY OF BOLTS, SEE 9'—ii" CLUSTER' MAXIMUM SPAN • OR ADJACENT SPAN OF UNIT G LAST .COURSE OF N 38'-3' 26'— 7" --- « PATTERN 20 P.S.F. 30 P.S.F. fAC:(ORY INSTALLED 19'-10" SHINGLES FIELD 15'-6". LONGITUDINAL OR TRANSVERSE II II >` �'s 6 BOLTS '• --.— --- 29'-8" 29'-8" 23'-3" SHINGLES INSTALLED W/ (4) n 4 ._ 1 .SCREW 5'-0" --- --- 12 GA. x 1l" ROOF 39'-7" 31'-0" NAILS AT EA. N 2 SCREWS 10'- 7'-0' $ SHINGLE. .4 SC 20'-0' 14'-0" (2) LAYERS 15N FELT AFTER RIDGE BEAM ;5t " 6 SCREWS' ., 30'-0" 21'-0". OR APPROVED EQUAL BOLTING; ATTACH 3/8"x FACTORY INSTALLED 6" (MIN) PLYWOOD + 3/8' DIA. x 5" 8- .SCREWS 40'—.0" 28'-0" 1'/2` - BOLTS W/ WASHE CLOSURE STRIP WITH 6d NAILS AT 6" 0 C TO Sj LAG. -SCREW 10 SCREWS 50'-O" 35'-0" 2" MIN. FROM TOP OF IDGE, BEAM AND t2) 6d RIDGE BEAM. FOR AILS TO EACH RAFTER; SPACING .ANO BOLT CLUSTER REQUIRED OVER OR COVER 5" ACCESS "i Z "Ag ENI -SPACINGS: NOTE:` 1. LAG SCREW CLUSTER REQUIRED ONLY WHEN RIDGE BEAM HOLES WITH METAL. SUPPORT POSTS SEE —IU y GALVANIZED METAL. 1 - t 30. O C'•= 20�Q.S.F. / SUPPORT POSTS -ARE ON ONE SIDE OF C (_ 12 •S; 20` 0/C — 30 P.S.F: 2. LAG SCREW SPACING IN CLUSTER TO BE 2" TO 4" O/C RIDGE CLOSE — UP DETAIL '— 3:12 ROOF •A I ALTERNATE RIDGE BEAM LAG SCREW DETAIL — 20 .P.S.F. AND- 30 P.S.F. ONLY B RIDGE FIELD INSTALL 1/2"� BOLTS WITH WASHERS csf SOLT CLUSTER TABLE 11 BEAM A7 48" 0/C ® 20 PSF ROOF OR 32'O/C ® 30 PSF ROOF OR 24" 0/C O 40 PSF ROOF OR 16" 0/C O 60/80 PSF ROOFS r RIDGE "'' ` BEAM t+ CLUSTER MAXIMUM SPAN OR ADJACENT SPAN RIDGE BEAM BOLTING DET SEAL JOINT FOR ENTIRE LENGTH AT FLOOR TO FLOOR CONNECTION WITH EXTERIOR GRADE CAULKING OR EQUAL TO PROHIBIT AIR AND WATER INFILTRATION • �` • WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF ,' rt? ,PATTERN 20 P.S.F. 30 P.S.F. 40 P.S.F. 60 P.S.F. 80 P.S.F. 1. BOLT 12'-9" W-10" 5'-0" 5'-0" 3'-10" < ONLY, A BOLT CLUSTER IS • 4"' 0/C REQUIRED AS SHOWN. FOR 2 BOLTS 25'-6" 17'— 8" 9'—il" - 7' OUANTITY OF BOLTS, SEE 9'—ii" -9 —9"TABLE TABLE II AT RIGHT. i 3 BOLTS 38'-3' 26'— 7" --- « 4 BOLTS --- 351— s" 19'-10" 19'-10" 15'-6". LONGITUDINAL OR TRANSVERSE II II >` �'s 6 BOLTS '• --.— --- 29'-8" 29'-8" 23'-3" RIDGE BEAM SUPPORT POSTS 8 BOLTS --- --- 39'-7" 39'-7" 31'-0" TYPICAL WALL STUDS II , I II • (--TYPICAL FLOOR —) AIL 3 DECKING 1. ALL; CLOSE—UP MATERIAL SHALL BE SUPPLIED BY THE • MANUFACTURER.— '.. FLOOR 2. AS.AN ALTERNATE TO ROOFING NAILS,•.�1 zt"x16 GA. STAPLES MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES AND. RIDGE SHINGLES. }, 3. ALL BOLTS do LAC SCREWS SHALL CONFORM TO ASTM SPEC. A-307 OR EQUAL. 4. FOR ELECTRICAL GROUNDING BETWEEN ;SECTIONS, USE STAR WASHERS AT BOTH ENDS OF THE 1/2";'BOLT ON AT LEAST.. ONE OF THE BOLTS BETWEEN EACH CONNECTED SECTION. 1/2".- BOLTS THROUGH OUTRIGGERS, —� 5. LAG SCREWS OR BOLTS IN A CLUSTER, PATTERN MAY BE MATING ANGLES AT SPACED UP TO 6" 0/C: PROVIDED. THAT,;2". 0/C TO 4" O/C ALTERNATFi ENDS OF OUTRIGGERS AVERAGE SPACING IS MAINTAINED THROUGHOUT THE CLUSTER. FOR ALTERNATE FLOOR CONNECTION W/ WASHERS. (SEE USING LAG SCREWS SEE DETAIL NOTE' b4 AT RIGHT) 2 ' FLOOR CONNECTION D' V. BOLT CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF C L. 2. BOLTS SHALL BE 1/2` (MIN.) WITH WASHERS AT EACH ENO. aZ 0 N0. C04207k- • E 3-31-2006 CIVIL. OF CAL OR��t "SET—UP INSTRUCTIONS" FLOOR AND ROOF 20 PS 60 PSF CLOSE—UP DETAILS 30 PSF 80. PSF 140 PS DRAM ex D. HOLT CArt12-20-94 s — i O MATING LINE PERIMETER SIOEWALL FLOOR I , ' FLOOR JOISTS CHASSIS I—BEAM OR FLOOR RIM JOIST (2) 16d TOE—NAU^—1 \ I 1 ADJUSTABLE NUT CONTACT PAD (2) 16d NAILS 0 TOE—NAILED BETTER NAILEOF (WHERE APPROVED 2" (2) 2x6 NAILED APPROVED 2" TOGETHER WITH TOGETHER WITH ACCESSIBLE) 16d NAILS AT 4" 0/CLA NOMINAL TREATED RISER NOMINAL TREATED 1$d NAILS AT (NO SPLITS ALLOWED)OVED PIER LUMBER FOOTING APPROVED METAL PAO OR 4" THICK LUMBER FOOTING 4" 0/C. PAD OR 4" THICKPIER METER SUPPORT) INSET 9"; SOLID CONCRETE FRAME SOLID CONCRETE APPROVED APPROVED / OVED FOOTING NOTE: A 3 4" x 1-1 '2- PAD. PIERS NOTCH MAY OCCUR ON THE BOTTOM OF 2X6 BLOCKING. THE NOTCH MUST OCCUR AT 16" MIN. FROM OUTSIDE EDGE OF BLOCKING: SUPPORT CAPACITY FOR THIS CONDITION 10 12 3000 POUNDS MAXIMUM INSET SUPPORTS AT PERIMETER 1C METAL PIERS A METAL PIERS — MULTIPLE - 8 CHASSIS CAP BETWEEN TOP OF PIER AND MAIN FRAME MAY BE A WOOD PLATE (NOT CHASSIS I—BEAM EXCEEDING 2" IN THICKNESS) AND 4" WIDE x 6" LONG x I" THICK MINIMUM I—BEAM OR ' NOTES: RIM JOIST WOOD SHIMS (WEDGES), FITTED AND DRIVEN TIGHT BETWEEN WOOD PLATE FLOOR RIM OR PIER AND MAIN FRAME. 2" OR 4" SOLID CONC. BLOCK MAY FILL THE JOIST 1. ALL PIERS AND FOOTINGS SHALL BE APPROVED FOR THEIR REMAINDER OF THE GAP. INTENDED USE. BY THE AUTHORITY HAVING JURISDICTION. PIER CAP: 2x8x16" WOOD (2 LAYERS PIER CAP: 4"x 16"x 16" 2. A MINIMUM GROUND CLEARANCE OF 12" SHALL BE MAINTAINED MAX), OR 428x16" SOLID CONCRETE, SOLID CONCRETE BLOCK v BENEATH THE LOWEST MEMBER OF THE CHASSIS (I—BEAM). 0tO OR COMBINATION OF BOTH. OR EQUIVALENT. _ = z..>—STANDARD OPEN OR CLOSED CELL .. 1D 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS o aB"x 8"x'16" CONCRETE BLOCKS WITH DOUBLE CONCRETE BLOCKS a SHALL BE 2.5:1to . 01 'n CELLS PLACED VERTICALLY. THE (SOLID OR CELLED) WITH o O Zrn �' I BLOCKS SHALL BE INSTALLED W/ 16" BLOCKS INTERLOCKED AND Z 4. ALL FOOTINGS (PADS OR CONTINUOUS) MAY BE PLACED DIRECT— < DIMENSION PERPENDICULAR TO CAPPED AS SPECIFIED w LY ON THE GROUND SURFACE WHERE ALLOWED BY THE LOCAL O ABOVE.. O Z I—BEAMS OR ALTERNATE DIRECTION Z (n n JURISDICTION, PROVIDED THE SOIL IS FIRM AND UNDISTURBED, OR COMPACTED FILL, FREE OF GRASS AND ORGANIC MATERIAL. N w OF EACH COURSE.w w w FOOTING: 16"x 16"x•4" SOLID Z w �^ APPROVED 2" CONCRETE OR OTHER PRODUCT w `� S. PIER HEIGHT MAY BE 36" MAXIMUM AS MEASURED FROM THE NOMINAL TREATED APPROVED FOR THE PURPOSE TOP OF THE FOOTING TO THE BOTTOM OF THE I BEAM UNDER 111511 IN m 11111p=- LUMBER FOOTING ALTERNATE: (2) 1S m THE MAIN FRAME, AND 48" MAXIMUM TO THE BOTTOM OF THE LPAD-gill K OR 4' THICK SOLID CONC. BLOCCK W// JOINT PERIMETER OR CENTERLINE FLOOR RIM JOIST. FINISH GRADE SOLID CONCRETE PAD. BETWEEN BLOCKS PARALLEL TO THE STEEL I—BEAM FRAME. NE—FOURTH OF THE AREA OF THE 6 FACTURED MORErIS� FINISH GRADE 12 H•OMEEN STALLED SO THAT THE BOTTOM OFATHE 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 CONCRETE BLOCK PIERS . WHEN `A PIER IS FOUNDED ON TWO OR MORE FOOTING PADS AND THE LENGTH OF THE PIER BASE IS LESS THAN .THE YAOTH OF THE INSTALLATION SHALL BE APPROVED BY THE LOCAL AUTHORITY CHASSIS I—BEAM OR 6"x 16" MINIMUM CONT. MULTIPLE PAD, A LOAD DISTRIBUTING ELEMENT IS REQUIRED HAVING JURISDICTION. FLOOR RIM JOIST. CONCRETE FOOTING AND SHALL BE APPROVED 2 x TREATED LUMBER OR OTHER FULL LENGTH OF THE APPROVED MATERIAL W/ WIDTH AT LEAST EQUAL TO THE WIDTH QttoFESSIo N4! I—BEAM RIM JOIST .' OF THE PIER AND LENGTH AT LEAST EOUAL TO THE MOTH OF THE MULTIPLE 1\ ALTERNATE, FOOTINGS /U%\ APPROVED CONCRETE / U \\ ' MAY BE INSTALLED PADS. CONCRETE BLOCK 0 30 EP Fn�Cj `� �j� BLOCK OR METAL PIER, \ • ' PERPENDICULAR TO (OR METAL PIER) P� ? NO. o INDIVIDUAL OR COM- / CHASSIS I-BEAM AT BINED PIER LOADS C042077 �� 1\\ NO MORE THAN 8'-0" ,• L���1 •; O/C, VATH FOOTING LENGTH EOUAL TO „ HOME WIDTH. Esp. FINISH GRADE Aqo CIVIL f�4jFOFCAUIo��� WHERE REOUIRED BY N LOCAL AUTHORITY, (2) y 4 CONTINUOUS EXTEND FOOTING 16" REBAR LAPPED �Ol A auwxG� SET-UP INSTRUCTIONS zoorlobs BELOW FROST LINE 12" MINIMUM APPROVED PIER. AND FOOTING 20 PSF 30 PSF 40 PSF 60 PSF ;n.. , .,Y: t •.. i I aifrr a M. r: 12 FOOTING s I':I.it tiry EE i' :. 10 SUPPORT DETAILS 0 PSF OAAm, Or. D. HOLT_ �TIL7 �O2 S _ 8 CONTINUOUS FOOTINGS `� -i~..` E w+�cU: V, — •:w+ J um 111Y SINGLE 'PIER ON MULTIPLE PAD._. J F luwsm�r. TM ,. MARRIAGE LINE GENERAL NOTES FLOOR DECKING • 1. THESE."INSTRUCTIONS SHALL BE FOLLOWED FOR FLOOR 2 6 RIM JOIST CONNECTION AND ELECTRICAL GROUNDING ACROSS x -MATING LINES WHEN CHASSIS MATING 'ANGLES ARE NOT, �• FACTORY INSTALLED. FLOOR SEALER TO PREVENT INFILTRATION 2. WHERE MATING ANGLES ARE INSTALLED ON ANY TWO OUTRIGGERS THAT ARE ALIGNED 'ACROSS CENTERLINE. IT I IS..PERMISSABLE TO GROUND THE CHASSIS IN ACCORDANCE DETAIL `0", AND "SHEET S-10, GENERAL r :,, NOTE NO.". .7 i a. I I•-..z•-.L a � ...1 .... .� Vit• :wb. 11:� , - • • BOTTOM BOARD PATCH W VINYL { ` •• " TAPE AT LAG SCREWS r " MIN. LAG�SCWS16 3/8" x 5RE ''O ",0%C I 1 (ALTERNATE SIDES AS SHOWN), , •s .,•,. •• TYPICAL OUTRIGGER (MATING ANGLES NOT REQUIRED) ' 4 FLOOR. CONNECTION `REQUIRED AT EACH MATING LINE A j s MARRIAGE 1UNE FLOOR DECKING 2 x 6 RIM JOIST 30 EPy to `y �P NO. C04207 • � �]L:2l14Q� CIVIL It or CALIf0��`�� SOLDERLESS LUG FOR ALTERNATE GROUNDING DR,twpG R00f LOADS CONNECTION, SEE GENERAL y8 BARE COPPER WIRE NOTE y 2. ALTERNATE FLOOR CONNECTION 20 PSF 11 30 PSF TYPICAL OUTRIGGER auvm °T G. SUE DATE 3-28-96 S-12 GROUNO CONNECTION REQUIRED AT EACH MATING LINE B plF'.,,, Y � \ :A�. ^ ♦ r�'it�n, - ' at' • �'e . • � �' � x . i •. .iSY• � •hI "i AMN w• . l K �. � _ -� �, ,ALTERNATE�,CI FACTORY INSTALLED TEMPORARY WEATHER PROOFING MTL. FOR PROTECTION DURING 7 TRANSIT k STORAGE - MAX I .. .. r TO-DETAIL­'B't+EXCEPT AS NOTED) , IDARD TAG UNIT C' UNIT 12 1/8" MI FIELD BOLTING QUANTITIES PER 5-10 2 x BLOCKING (FACTORY INSTALLED) �- TYPICAL TAG UNIT TRUSSES AT 16" OR 24" 0/C TAG UNIT MATING WALL NOTES: 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE MANUFACTURER, 2. AS AN ALTERNATE TO ROOFING NAILS, 1"xl"xl6 GA. STAPLES . MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES AND RIDGE SHINGLES. 3. ALL BOLTS & LAG SCREWS SHALL CONFORM TO ASTM SPEC, A-307 OR. EQUAL. NO. C04207i Exp. 3-31-7006 OKAYING 'SET—UP INSTRUCTIONS"ROT 10ADS ROOF 20 PSF 60 PSI CLOSE—UP DETAILS 30 PSF 80 PSi ' 40 PS 12 ORAYNfly, O.4HOLT,,,,�, DATE 3-29-96 Cc mm dr T. MCGUIRE ME 1-23-03 mm �Ql� 7/1V' APA RATED 24/16 SHEATHING (2) LAYERS TYPE 15 FELT OR ASPHALT RIDGE SHINGLES SHIPPED LOOSE, INSTALLED WITH LONG APPROVED EQUAL FIELD FIELD INSTALLED W/ (2) DIMENSION PERPENDICULAR TO BLOCKING INSTALLED, EXTENDING 6" 12 GA. x 1 1/4" ROOFING W/ 6d NAILS O 6" 0/C OR APPROVED EQUAL MINIMUM ON EACH SIDE NAILS AT EACH SHINGLE BOLTING, ATTACH 3/8"x Of UNIT CENTERLINE LAST COURSE OF SHINGLES FIELD INSTALLED W/ (4) 12 ROOF SHEATHING GA. X 1 1/4" ROOFING NAILS AT EACH SHINGLE GABLE'TRUSS FACTORY INSTALLED 8d NAILS AT 6- '0/ SHINGLES —% I I �, ,ALTERNATE�,CI FACTORY INSTALLED TEMPORARY WEATHER PROOFING MTL. FOR PROTECTION DURING 7 TRANSIT k STORAGE - MAX I .. .. r TO-DETAIL­'B't+EXCEPT AS NOTED) , IDARD TAG UNIT C' UNIT 12 1/8" MI FIELD BOLTING QUANTITIES PER 5-10 2 x BLOCKING (FACTORY INSTALLED) �- TYPICAL TAG UNIT TRUSSES AT 16" OR 24" 0/C TAG UNIT MATING WALL NOTES: 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE MANUFACTURER, 2. AS AN ALTERNATE TO ROOFING NAILS, 1"xl"xl6 GA. STAPLES . MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES AND RIDGE SHINGLES. 3. ALL BOLTS & LAG SCREWS SHALL CONFORM TO ASTM SPEC, A-307 OR. EQUAL. NO. C04207i Exp. 3-31-7006 OKAYING 'SET—UP INSTRUCTIONS"ROT 10ADS ROOF 20 PSF 60 PSI CLOSE—UP DETAILS 30 PSF 80 PSi ' 40 PS 12 ORAYNfly, O.4HOLT,,,,�, DATE 3-29-96 Cc mm dr T. MCGUIRE ME 1-23-03 mm �Ql� (2) LAYERS 15k FEL AFTEBEAM OR APPROVED EQUAL BOLTING, ATTACH 3/8"x FACTORY INSTALLED 12" (MIN) PLYWOOD CLOSURE STRIP WITH 8d NAILS AT 6- '0/ 6d NAILS AT 6. 0/C TO 2x3 RAFTER RAIL AND (2) 2x3 RAFTER RAILS (2) 6d NAILS TO EACH , RAFTER. 1 112" DIA 'DOLTS W/ WASHERS— I - .1 •--_ RIDGE BEAM TYPICAL ROOF TRUSS 2. MIN. FROM,TOP OR BOTTOM•OF-RIDGE - - BEAM OR 3/8" LAG SCREWS. :j FOR' SPACING AND BOLT - j CLUSTERS REQUIRED OVER ' - SUPPORT POSTS SEE 10 12 RIDGE CLOSE — UP DETAIL — 4:12 ROOF JAI SECTION — TRANSITION FROM "B" TO "C" STANDARD TAG 7/16" APA RATED 24/16 SHEATHING 8' UNIT UNIT SHIPPED LOOSE, INSTALLED WITH LONG ' DIMENSION PERPENDICULAR TO MATING LINE W/ 6d NAILS O 6" 0/C �, ,ALTERNATE�,CI FACTORY INSTALLED TEMPORARY WEATHER PROOFING MTL. FOR PROTECTION DURING 7 TRANSIT k STORAGE - MAX I .. .. r TO-DETAIL­'B't+EXCEPT AS NOTED) , IDARD TAG UNIT C' UNIT 12 1/8" MI FIELD BOLTING QUANTITIES PER 5-10 2 x BLOCKING (FACTORY INSTALLED) �- TYPICAL TAG UNIT TRUSSES AT 16" OR 24" 0/C TAG UNIT MATING WALL NOTES: 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE MANUFACTURER, 2. AS AN ALTERNATE TO ROOFING NAILS, 1"xl"xl6 GA. STAPLES . MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES AND RIDGE SHINGLES. 3. ALL BOLTS & LAG SCREWS SHALL CONFORM TO ASTM SPEC, A-307 OR. EQUAL. NO. C04207i Exp. 3-31-7006 OKAYING 'SET—UP INSTRUCTIONS"ROT 10ADS ROOF 20 PSF 60 PSI CLOSE—UP DETAILS 30 PSF 80 PSi ' 40 PS 12 ORAYNfly, O.4HOLT,,,,�, DATE 3-29-96 Cc mm dr T. MCGUIRE ME 1-23-03 mm tIf'4 . r� WL • ,�5�. �ry?Mfg ..5:. ti TYPICAL GROMMET FLOOR INSULATION (FACT: INSTALLED FURNACE CONNECTION TYP. 4" x 10" ADJUSTABLE REGISTER (FACTORY INSTALLED) TTP. 10" OR IJ" COLLAR FACTORY INSTALLED �Z� OPTIONAL FLEX DUCT FOR TAG UNIT FIELD INSTALLED• . - WIERE REQUIRED �. MIXING BOX PER DET, 4" MIN. GROUND CLEARANCE (AIT, CROSSOVER DUCT (FIELD INSTALLED) 5.14 ,;•„ 10"0' OR R'• FLEX DUCT. �• ' • ' MAY REST ON CONT. P.T. OR ALTERNATEr SI tIFPED. LOOSE AND FIELD' rq FOUNDATION REDWOOD) AIR SUPPLY PER DET, INSTALLED (R-4 MIN., TYP.) (FIELD INSTALLED) 11 '• ;; a . FLEX HEAT DUCT CROSSOVER — DOWNFLOW FURNACE JA —STANDARD WEAT DUGS 016 MIN. GALV. OR ALUM, FACTORY INSTALLED 1 .. MIXING BOX INSULATED W( rR•4 MIN. FLOOR , NEAT REGISTER - SNE ONLY I 1.; -'FACTORY INSTALLED 1 / ATTACH FLEX DUCTS TO FURNACE DUCT MATERIALCOLLARS SEALED FACTORY INSTALLED (ONE E CN SIDE) W/TYP. COMBUSTION r, ! COLLARS. ATTACH OTHER OR ELECTRIC END OF FLEX DUCT TO TTP. NEAT DUCT PER FACTORY � It INSTALLED IJ 14"0 COLLAR FOR — 6"� COLLAR MIXING: BOX DETAIL ID CROSSOVER DUCT FACTORY — INSTALLED 14"0 FLEX DUCT I R[vtstm NO Rcasro e.. o.[[ SUIPPED LOOSE AND FIELD INSTALLED, (TO BE SUPPORTED FROM EVERY GROM• b"e FLEX DUCT MET W/ BAILEY WIRE) LISTED MIN. R- - SNIPPED LOOSE, j 14. x 10" x 10. OR 14" x 12" x 12" FIELD INSTALLED b_ •Y• GALvwIZED � INSULATED W/ R•a MIN. ' SWIPPED LOOSE AND FIELD INSTALLED. e' ts; We OR IJ"• FLEX DUCT •. - x¢SI SNIPPED LOOSE AND FIELD INSTALLED. . . ORAM4 'SET-UP INSTRUCTIONS' MECHANICAL ' Ib IbDRAWM er p. HOLT oAIF 12.20•94 S-14 ALTERNATE AIR SUPPLY METHOD B . OPTION REMOTE REGISTER t':" C tIf'4 . r� WL • ,�5�. �ry?Mfg ..5:. FACTORY INSTALLED WATER LINES, MATING JOINT FLEXIBLE PLASTIC WATER —1 PIPING CONNECTED DIRECTLY THROUGH SWIVEL CONNECTOR AND COUPLING WATER LINE CROSSOVER COUPLING WITH l ADJUSTABLE SCREW CLAMP ALTERNATE: ABS COUPLING W/ APPROVED SOLVENT 7 DRAIN LINE DRAN LICE' CROSSO% FLOOR FLOOR NOTES FOR DETACHED 1. ABS PLASTIC PIPE FITTINGS AND JOINTS: USE SOLVENT CEMENT SPECIFICALLY MANUFACTURED FOR USE IN ABS PLASTIC PIPE CONNECTIONS. APPLY IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. SOLVENT SHALL COMPLY WITH ASTM D 2235-81 OR NSF -14.1985. 2. ALL 40INTS AND CONNECTIONS SHALL BE CORRECTLY ASSEMBLED FOR TIGHTNESS. PLASTIC PIPE SHALL BE INSERTED TO THE FULL DEPTH OF THE SOCKETS OF EACH FITTING. 3. THE DRAIN OUTLET MUST BE PROVIDED WITH A MINIMUM CLEARANCE OF 3' IN ANY DIRECTION FROM ALL PARTS OF THE STRUCTURE OR APPURTENANCES AND *WITH NOT LESS THAN 18' UNRESTRICTED CLEARANCE DIRECTLY IN FRONT OF THE DRAIN OUTLET. 4.CLEANOUTS SHALL BE ACCESSIBLE THROUGH AN UNOBSTRUCTED MINIMUM CLEARANCE OF 12' DIRECTLY IN FRONT OF THE OPENING. FACTORY INSTALLED WATER LINES WATER CF CONNECTOR SUPPLIED BY THE MANUFACTURER (MUST BE LISTED FOR EXTERIOR USE) 6 A ALTERNATE WATER LINE CROSSOVER` NOTE, DRAIN LINE TEST TO BE CONDUCTED AFTER ASSEMBLY PER NOTE' & Co BELOW. COLORS 14" OR 2" PIPE I MUST MATCH COUPLING WITH ADJUSTABLE I CREW CLAMPS STUBBED FALL TO 1/4" PER F001 LINE jADJUST IN. (VS" PER FOOT IF THERE I: CLEANOUT AT UPPER END 0 LOOSE ECTION) DRAM SECTION OUTLET THE P -TRAP COVER W/ INSULATION LONE ONLY COUPLING WITH ----1 g ADJUSTABLE SCREW CLAMPS y�},� R �1 STUBBED LINE COLORS MUST MATCH 6 SEE 'NOTES FOR DETACHED DRAIN ASSEMBLY" BELOW D TYPICAL DETACHED DRAIN ASSBABLY DRAIN ASSEMBLY - DETAIL "E" S. SUPPORT DRAIN LINEIS) 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 CHASSIS WITH SELF -TAPPING SCREW. ASSURE PROPER SLOPE WALL) TOWARD OUTLET OF 1/4' PER FOOT MIN. OR 1/8' MIN. PER FOOT WHERE FACTORY INSTALLED CLEANOUT IS PROVIDED AT UPPER END OF DRAIN LINE. S. PERFORM DRAIN LINE 'FLOOD LEVEL TEST' AFTER.ASSEMBLY ACCORDING TO THE FOLLOWING PROCEDURE:.. THE MANUFACTURED HOME SHALL BE IN A •LEVEL POSITION, ALL FIXTURES SHALL BE CONNECTED. AND THE .ENTIRE SYSTEM SHALL BE FILLED WITH WATER TO THE RIM -'OF THE TOILET BOWL. (TUB d SHOWER DRAINS SHALL BE P4UGGEDI. AFTER ALL TRAPPED AIR HAS BEEN RELEASED. THE TEST SHALL BE SUSTAINED FOR NOT LESS THAN 15 MINUTES WITHOUT EVIDENCE OF .LEAKS. THEN THE SYSTEM SHALL BE UNPLUGGED AND EMPTIED. THE WASTE PIPING ABOVE -THE LEVEL OF. THE TOILET BOWL SHALL THEN BE TESTED AND SHOW NO INDICATION OF LEAKAGE WHEN THE HIGH FIXTURES ARE FILLED WITH WATER d EMPTIED SIMULTANIOUSLY TO OBTAIN THE"MAXIMUM POSSIBLE FLOW IN THE DRAIN PIPING.. . d 1 FLOOR` OPTIONAL QUICK ; DISCONNECT I DEVICE MATING JOINT (SUPPLY) N TON TO OOLS SHALL BE USED ON THE QUICK DISCONNECT DEVICE. "I' GAS CONNECTOR VALVE, l—_SUPPLIED BY NOT REQUIRED MANUFACTURER LL 4EN QUICK REMOVE DUST DISCONNECT CAPS BEFORE 6 'IS USED CONNECTING 6 B (SAS LNE CROSSOVER Ic NOTE, DRAIN LINE TUB OR TUB/bNOWER TEST TO BE CONDUCTED• AFTER ASSEMBLY. r STRAINER AND INTERIOR PARTITION�q I SWIVEL ADAPTER FLOOR ---� 1 I M" VENT ) SANITARY TEE I I 14" OR 2" PIPE I I I 2 I COUPLINGS TO MAIN DRAIN �4APPROVED 14 PIPE LOOSE DRAIN SECTION --� 'P'- TRAP THE P -TRAP COVER W/ INSULATION W/ UNION 8 SHALL BE SHIPPED LOOSE g E FIELD INSTALLED 'P - TRAP' F FACTORY INSTALLED 1/2' MIN CPVC PIPE d ELBOWS EACH SIDE OF MATING LINE. 'SHIP LOOSE, SITE INSTALLED. CPVC CROSSOVER PIPE WITH 2 ELBOWS. SIZED TO MATCH FACTORY PIPE SIZES. PIPE SHALL BE INSERTED TO FULL DEPTH OF EACH FITTING. USE SOLVENT CEMENT APPROVED FOR CPVC FITTINGS. ALT. WATER CROSSOVER - CPVC 1 a I 'SET -LP N BO TIONS' I I D. HOLT I 12-15-94 l �• 4-24-02 I S-13 I r TYPICAL TRUSSES X ENDWALL BELOW FASCIA jl�l NOTES: 1. ALL FASTENERS MANUFACTURED FROM STEEL WIRE WITHOUT NOTCH BBl• =`IIIA BBl• � I HOT—DIP GALVANIZED ZINC, .MECHANICALLY DEPOSITED FACTORY INSTALLED ZINC OR' ELECTRODEPOSITED ZINC. FASTENERS 'MANU— ASCIA SPLICEFACTURED "- 1 -- - �� HARDBOARD OR S -I 2. ALL CLOSE—UP MATERIAL SHALL :BE SUPPLIED BY THE X6 OUTLOOKERS _ XTENDEO 32" MIN PLYWOOD SIDING ACTORY INSTALLED) U IIII I ���• `. FIELD INSTALL FIELD INSTALLED I FIELD INSTALL I ; 12" LENGTH OF MINIMUM 2" ;" .4,, -LAP' SIDING WOOD BATTEN WITH WADE BATTEN I O.VR < INTER— 8d NAILS AT 12" 0/C j CUT FROM SAME I ? LOCKING WITH INS- i MATERIAL AS HORIZONTAL 1 • SIDING UNDER— CAULK OR SEAL AT EDGES (TYPICAL) FACTORY 1' SIDING. ATTACH.�, lAP SIDING I NEATH. INSTALLED f HARDBOARD + i •` WITH 6d -NAILS AT 6" �0/C' EACH (FACTORY INSTALLED). a ;` I " FACTORY INSTALLED OR,, PLYWOOD SIDE OF Gtl HARDBOARD OR SIOINC ; 1' y '; PLYWOOD SIDING i2 12 8 ENDWALL CLOSE—UP DETAIL —' HARDBOARD . A ENDWALL CLOSE—UP DETAfL — LAP SIDING 19 INSIDE CORNER CLOSE—UP L C TYPICAL TRUSSES X ENDWALL BELOW FASCIA jl�l NOTES: 1. ALL FASTENERS MANUFACTURED FROM STEEL WIRE WITHOUT NOTCH BBl• =`IIIA BBl• � I HOT—DIP GALVANIZED ZINC, .MECHANICALLY DEPOSITED ZINC OR' ELECTRODEPOSITED ZINC. FASTENERS 'MANU— ASCIA SPLICEFACTURED IIII IE IE LD APPLIED ALLOYS EXP,OSEO TO THE WEATHER 00 NOT. PROTECTIVE COATINGS. �� -REQUIRE . S -I 2. ALL CLOSE—UP MATERIAL SHALL :BE SUPPLIED BY THE X6 OUTLOOKERS MANUFACTURER. XTENDEO 32" MIN FROM ENDWALL. ACTORY INSTALLED) U IIII I ���• INS- •FACTRY• B IDCE: BEAM; NOTES: 1. ALL FASTENERS MANUFACTURED FROM STEEL WIRE WITHOUT NOTCH EXPOSED TO WEATHER SHALL BE ZINC COATED BY . OR OVERHANG) HOT—DIP GALVANIZED ZINC, .MECHANICALLY DEPOSITED ZINC OR' ELECTRODEPOSITED ZINC. FASTENERS 'MANU— ASCIA SPLICEFACTURED FROM ALUMINUM ALLOY WIRE OR OTHER "NON_FERROUS IE IE LD APPLIED ALLOYS EXP,OSEO TO THE WEATHER 00 NOT. PROTECTIVE COATINGS. DETAIL "D -REQUIRE . S -I 2. ALL CLOSE—UP MATERIAL SHALL :BE SUPPLIED BY THE X6 OUTLOOKERS MANUFACTURER. XTENDEO 32" MIN FROM ENDWALL. ACTORY INSTALLED) U tJUlLUUKLK RZ_ 18i. FASCIA SPLICE. AT RIDGE p tx3x7" SPLICE BLOCK. ;: QROFESSIDpI FIELD INSTALLED TO 0 ! OSEPy�E� FASCIA WITH (4) 6d L` NAILS MIN. EACH L,} SIDE OF SPLICE <• 0 _•. NO. CA¢2077 1 ^� (] - f!I!f VIL OFICAI 0��\� 2x8 FASCIA OR oA�wxc Ix4,RAFTER RAIL - "SET—UP INSTRUCTIONS (UNDER HARDBOARD WALL & ROOF CLOSE—UP DETAILS FASCIA) 6 ;i' MaW By OAR , ENDWALL FASCIA SPLICE AT .RIDGE JE T D. HOLT 12-21-94 [S-716 N BOX ' P I N P CIRCUITS. JUNCTION TO G G BOX WITH METAL DISTRIBUTION ULN COVER PLATE PANEL FLOOR FACTORY INSTALLED r _ L 1 JUNCTIONBOX 1 SPLICES TO BE I ��JJ CROSSOVER FOR ON IRr UIT MADE W/ APPROVED G CONNECTORS. TO P p CIRCUITS N N G G N G J -60X SIZING: P JUNCTION N N 100 AMP -4'x10 -x10" 200AMP.4'xt0'x12• FLEX ELECTRICAL BOX G FLEX CONNECTOR LOCK NUT AND -/ CONDUIT TO PARK FLEX ELECTRICAL ✓ PANEL BOX. PLASTIC BUSHING CONDUIT WIRED AND CROSSOVER FOR TWO CIRCUITS SPLICED PER DIA- GRAMS AT LEFT. SPLICE CONNECTORS REQUIRED FOR 100 AMP SERVICE AND ELECTRICAL AND WiRMO DIAGRAM FOR CROSSOVER S LARGER FOR 50 AMP SERVICE, A PLUG-IN CORD IS PROVIDED - A ELECTRICAL FEEDER ASSEMBLY B pj GENERAL NOTES, II 1 I 1. WARNING: DO NOT PROVIDE ELECTRICAL POWER UNTIL THE 1 1 I I GROUNDING ELECTRODE SYSTEM IS INSTALLED A CONNECTED. . if 2. ONE APPROVED GROUNDING ELECTRODE SYSTEM IS AN LISTED COMBINATION I I 1 1 ELECTRODE ENCASED BY AT LEAST 2. OF CONCRETE, METERBASE DISTRIBUTION LOCATED WITHIN AND NEAR. THE BOTTOM OF A CONCRETE PANEL, JACO2 OW OR _ APPROVED EQUAL FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, 20 FEET OF ONE OR AT TOTHER O MORE BARE ORNZI CI GANG LVANIZED ORF ELECTRICALLY CONDUCTIVE BARS On ESSVTHAN MAIN O O20 NOT 1/2' DIAMETERNFORCING ' OR CONSISTING OF AT DS OF LEAST FEET OF BARE COPPER CONDUCTOR NOT SMALLER NOT WIRES THAN MAIN NUMBER 4 OR OTHER APPROVED GROUNDING SYSTEMS PER SERVICE ENTRANCE PANEL 230.01 AND 230•83 OF THE NEC. CONDUCTORS • SIZE PER LOCAL COCES 3. MAIN PANEL WITH METER BOX SHALL NOT BE INSTALLED ON HOMES WITH METAL SIDING.- IDING:GROUND GROUND/ NEUTRAL BAR UNDERGROUND . CONDUIT TO BE RIGID STEEL OR OTHERWISE CONFORM 2• NON-METALIC Kru4xt TO LOCAL CODES AND CONDUIT RACEWAY REQUIREMENTS xtnstD Br DAIt GROUND WIRE . M. EZZO hl EZZO IIRV96 FIELD INSTALLED GROUNDING ELECTRODE CONDUCTOR FROM SERVICE FITTING FOR EQUIPMENT TO GROUNDING CONAIECTING CONDUIT ELECTRODE SYSTEM. WIRE FROM METER BASE TO BE INSTALLED SIZE PER THE FOLLOWING: ON SITE SERVICE. 100 AMP - • 6 COPPER 125 AMP • 4 COPPER 150 AMP • • 4 COPPER • 700 AMP 4 COPPER oxulurD 'SET -LIP INSTRUCTIONS' e ELECTRICAL ELECTRICAL "AIN PANEL CONNE TIONSC a DRAWN BY MAIN PANEL ASSEMBI v CAI( D 1 D. HOLT 12.16.94 S-15 MAIN UNIT 7/16 O.S.B. I x 3 R.S. r -SCREEN x 5 R FLOOR CONNECTION PER I 11FACTORj 5. SET-UP MANUALjnj, MARRIAGE WALL INSTALLED ZSTEP FLASHING (5- HIGH) NTS 1 2:1 TRIPLE WIDE SECTION VIEW A. ROOF CONNECTION 161 ROOF CONNECTION - DETAIL 1C NOTES [Esslo TOESCREW #10*47, SCREWS AT 24'O.C., j: SEPH 2 x 6 FLAT MAIN UNIT TAG UNIT SIDEWA . LL EXTERIOR WALL MARRIAGE lo- (2) 2 x 4'S WALL STUD SIMPSOk A-35'5 W/ 12 Tsars 8D' )�'j 1/2" HAILS Na Km9m ey. WE INSTALLED ON SITE TO TOP AND MIDDLE OF TAG SIDEWALL TO MAIN UNIT SIOEWALL INTERSECTION, TAG ENOWALL NO. C0420 c IV I'LL ST )DS 0 16"LC. TRIPLE WIDE (TAG) AOCF LOADS INTERCONNECTION DETAILS 203040 60.60 'PSI WALL 2: 11 DRAvm ey RAJ 012/18/98 CONNECTION D ALT. WALL. CONNECTION JE S-18 FLAT OUTLOOKERS 711p O.S.B. R.S. CREEN —1`x2 x 6 OUTLOOKER k\'\ .[ �� (FACTORY INSTALLED)Z x 6 R.S. FACTORY IN SULLEO) MAIN UNI TEP FLASHING (5- HIGH) n -FLAY' OUTL60KERS rROOF CONNECTION PER it r x 6 OUTLOOKER (FACTORY INSTALLED) DORMER TRUSS VERTICAL WEBS 0 16" D.C. m 2� �--WALL CONNECTION PER v 3 co MAIN UNI tZ' TRUSSES OVER MAIN UNIT 7/16 O.S.B. I x 3 R.S. r -SCREEN x 5 R FLOOR CONNECTION PER I 11FACTORj 5. SET-UP MANUALjnj, MARRIAGE WALL INSTALLED ZSTEP FLASHING (5- HIGH) NTS 1 2:1 TRIPLE WIDE SECTION VIEW A. ROOF CONNECTION 161 ROOF CONNECTION - DETAIL 1C NOTES [Esslo TOESCREW #10*47, SCREWS AT 24'O.C., j: SEPH 2 x 6 FLAT MAIN UNIT TAG UNIT SIDEWA . LL EXTERIOR WALL MARRIAGE lo- (2) 2 x 4'S WALL STUD SIMPSOk A-35'5 W/ 12 Tsars 8D' )�'j 1/2" HAILS Na Km9m ey. WE INSTALLED ON SITE TO TOP AND MIDDLE OF TAG SIDEWALL TO MAIN UNIT SIOEWALL INTERSECTION, TAG ENOWALL NO. C0420 c IV I'LL ST )DS 0 16"LC. TRIPLE WIDE (TAG) AOCF LOADS INTERCONNECTION DETAILS 203040 60.60 'PSI WALL 2: 11 DRAvm ey RAJ 012/18/98 CONNECTION D ALT. WALL. CONNECTION JE S-18 EXTERIOR WALL FRAMING BELT RAIL FACTORY INSTALLED HARDBOARD ' r._=n==�F TYPICAL WALL FRAMING W/ STUDS SIDING TYPICAL TOP PLATE —� II II II OPENING IN AT 16" O/C �—CAULKING WALL FOR FIELD TYP. STUDS AT II I' I INSTALLATION —�f—�I 1 FIELD INSTALLED 16" O/C I OF ELECTRICAL II II I METER BASE. HARDBOARD BATT ' REMOVE FACTORY I I I z ETC . i. ENTIRE VOID AREAS TO I INSTALLED POLY- BE FILLED W/ MIN. R-1 II I W ETHYLENE SHEATHING "Z" OR "H" FLASHING INSULATION. I II I FIELD INSTALLED I II I a -12 HARDBOARD SIDING W/ II II I 6d CORROSIVE RE- FLOOR JOISTS SISTANT NAILS AT 6" O/C ENTIRE OPENING SHALL II I o BE COVERED W/ POLY- I II II CAULKING EDGES AND FIELD. ETHYLENE SHEATHING II II I ^ FIELD INSTALLED HARDBOARD 1i-- 'FIELD INSTALLED DURING TRANSIT AND ' II II II 1 11SIDING. W/ 6d CORROSIVE . ►1 .11 SKIRTING (MAY BE REMOVED PRIOR TO �uL ATTACHMENT OF RESISTANT NAILS AT 6" 0/C FIELD INSTALL EDGES AND FIELD. ONE PIECE) 8 , HARDBOARD. TYP. BOTTOM LL�� PLATE HARDBOARD WALL CLOSE — UP A WALL OPENING4 BATTS 6 l; D E T A I L TYP. STUDS AT 16' O/C -TYP. TOP PLATE II I III TYP. BLOCKING AT ALL FACTORY INSTALLED EXTERIOR SIDING p EXTERIOR NOTES: II I III I 11 GYPSUM BOARD JOINTS II I < III 5-16 .ENDWALL TYP. STUDS CLOSE-UP 1. ALL FASTENERS MANUFACTURED FROM STEEL WARE -1 II x 11 r -�Ir- I It FIELD INSTALL 5/16" GYP. AT 16:' O/C EXPOSED TO WEATHER SHALL BE ZINC COATED BY HOT-DIP GALVANIZED ZINC, MECHANICALLY DEPOSITED II I III II II BO. W/ CONT. BEAD Of - ZINC .OR ELECTRODEPOSITED ZINC. FASTENERS MANU- II I III II II P V.A. CLUE AT ALL FRAM- �� FACTUREO FROM ALUMINUM ALLOY WARE OR OTHER INC MEMBERS do ATTACH I r I t NON-FERROUS ALLOYS EXPOSED TO THE WEATHER DO b II I I II W/ 3716"xl"x19 GA. STAPL NOT REQUIRE PROTECTIVE COATINGS. AT 6 0/C EOCES do FIELD o II -1 11 AND NOT LESS THAN 1/4' ~ T X� 2. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE II I III I 11 FROM SIDES & ENDS Qjt MANUFACTURER. io II I III I II 1/2- GYP. B0. W/ N6 x 11" I II I III II II SCREWS OR 5d COOLER II II III I II NAILS OR .098 - SHANK x ` FIELD INSTALL GYPSUM FACTORY INSTALLED it I III I II 11" LONG x 19/64" HEAD II I 111 I BOARD. (MATCH EXISTING) GYPSUM BOARD II RING SHANK NAILS AT I---_-- I li- 7" O/C PER DETAIL (AT LEFT) g_ -I�-- _ EDGES AND FIELD AND NOT LESS THAN 3/8" TYP, BOTTOM PLATE FROM EDGES do ENDS. 24 8 INTERIOR ENDWALL CLOSE - UP D D E T,A I L E QROfEsslo � JOSEP/j F , _ �P 010 NO. C 42077 • K L1�f .v Exp ;TI 20� Jy�lf VI O0.\1 f'CAl auwxc "SET-UP INSTRUCTIONS WALL CLOSE—UP DETAILS a I t •.: r f auw� er DAM D. HOLT 12-22-94 S-17 � trij,,C�ll`C^,1a`J'l.. o-j C}`21?' FLOOR APPROVED TIE -DOWN STRAP WRAPPED AROUND MAIN BEAM AND ATTACHED TO BUCKLE AND T ANCHOR HEAD PER DETAILS � . 2 .I, \ CHASSIS V / MAIN BEAM APPROVED SUPPORT s 2 PIER FOOTING PER' " i. t 404-50? DRAWING « �• : T APPROVED +i GROUND ANCHOR EMBED ANCHOR PER �- GENERAL NOTE f 'TIE' - DOWN. DETAIL TIEDOWN SYSTEM GENERAL NOTES: A.. THE 71EDOWN SYSTEM' SHOWN CONSISTING OF STEEL STRAPS, BUCKLES AND GROUNt ANCHORS IS ONE ACCEPTABLE METHOD OF ANCHORAGE.' ALTERNATES -TO THESE METHODS, MATERIALS, SPACINGS, ETC:.. MAY BE USED PROVIDED THEY MEET -THE LOAD CAPACITY. REQUIREMENTS SPECIFIED IN NOTE 2 BELOW AND ARE LISTED AND CERTIFIED BY A PROFESSIONAL ENGINEER OR ARCH= ITECT AND APPROVED BY THE LOCAL ENFORCEMENT AGENCY. 2. ALL GROUND ANCHORS, STEEL STRAPS, AND CONNECTIONS SHALL BE- CAPABLE OF RESISTING AN ALLOWABLE. WORKING LOAD OF AT LEAST 3150 LOS. PLUS A 50% OVERLOAD (4725 LBS.) WITHOUT FAILURE. ALL ANCHORING EQUIPMENT SHALL BE CERTIFIED BY A PROFESSIONAL' ENGINEER OR ARCHITECT AS TO ITS CAPACITY .TO RESIST: -THE FORCES .SPECIFIED BASED ON ANGLE OF INSTAL— LATION AND: SOIL- TYPE* IN ACCORDANCE WITH ASTM D3953-91, STANDARD :SPECIFICATION FOR STRAPPING, FLAT STEEL & SEALS. 'SOIL TYPE AT HOME LOCATION SHALL MEET OR EXCEED THE ANCHORING EQUIPMENT MANUFACTURERS REQUIREMENTS. 3. HORIZONTAL WIND PRESSURE - 15 PSF. u 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. 5. ALL ANCHORING .EOUIPT.EXPOSED TO 'WEATHER SHALL HAVE A RESISTANCE TO WEATH. R DETERIORATION AT LEAST EQUAL TO THAT PROVIDED BY A COATING OF -ZINC ON STEEL OF NOT LESS THAN 0.30 OUNCES PER SQ. FOOT OF SURFACE COATED. ALL STEEL STRAPPING SHALL BE AT LEAST 1 1/4" WIDE r .035" THICK TYPE 1, FINISH 8, GRADE 1 STEEL, & CERT. BY A PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING- TO ASTM 03953-91 6.GROUND ANCHORS SHALL BE INSTALLED TO THEIR FULL DEPTH, EMBEDDED BELOW FROST LINE, AND AT LEAST 12" ABOVE THE WATER TABLE. STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED .RESISTANCE. 7,IN .LIEU OF THE TIE -DOWN SYSTEM HEREIN, GOLDEN WEST HOMES. WILL ALLOW INSTALLATION OF ANY HOME ON A PERMANENT FOUNDATION SYSTEM OR OTHER APPROVED TIE -DOWN OR ALTERNATIVE SYSTEM THAT MEETS'THE DESIGN LIVE LOAD REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY, THE LOAD CAPACITY -REQUIREMENTS IN NOTE 2 ABOVE, AND* IS SIGNED BY A PROFESSIONAL ENGINEER OR ARCHITECT. ANY SUCH SYSTEM USED MUST. BE COMPATIBLE WITH THE GOLDEN WEST HOMES LONGITUDINAL FLOOR CONSTRUCTION. fESSIO SEPH � flop N0. C0 'Ev. f/'1/f �CIVIL CAlIf00.�V TYPICAL TIE -DOWN DETAILS c� e DRAM eM. D. C REmsm By* TA 0AIL5-23-95 0ATL11-25-99 S- 2 O WEAVE SUFFICIENT LENGTH OF TIE -DOWN STRAP THROUGH- HROUGH TOP B TOP SLOT OF BUCKLE THEN DOWN THROUGH THE BOTTOM/44k� �� 1 / TOP SLOT Of SLOT OF BUCKLE,.THEN BACK UP THROUGH THE TOP SLOT OF THE BUCKLE.FOR A SECONO'TME ASSHOWN BUCKLL, � MAIN BEAM•'N; ' �-BUCKLE IN FIGURE 8-1. SEE OETAIIPER THE TIE -DOWN STRAP AROUND THE, MAIN BEAM . OWRAP B2 THEN THROUGH THE TOP. SLOT'OF,THE BUCKLE FOR MAIN BOTTOM.. , THE THIRD TIME AS SHOWN IN FIGURE 8-2. THEN BEAM SLOT Of '4 EXTEND EXTEND THE TIE -DOWN STRAP DOWN TO THE.KRO UND' ANCHOR B_ 2 BUCKLE' ': BUCKLE HEAD AND CONNECT PER DETAIL .: C s NOTE. IT IS IMPORTANT TO REMOVE ALL SLACK FROM ' ANCHOR STRAP ` THE SYSTEM AROUND THE MAIN BEAM ASSEMBLY. TO PROTECT STRAPS AGAINST SHARP CORNERS OF I—BEAM, ). CUT A PIECE OF.S.TRAPPING-TO.WRAP AROUND DIE I—BEAM BEFORE THE TIEOOWH STRAP IS WRAPPED AROUND THE BEAM. TIE - DOWN STRAP TO MAIN BEAM DET•'AI"L a L; 1•, C1 C2 C3 C4 INSERT THE TENSION BOLT INTO USE A 15/16- SOCKET OR OPEN END TO HOLD BOLT UNDER TENSION WHILE REPOSITIONING ONCE FULLY TENSIONED, ALIGN THE ANCHOR HEAD AND ATTACH WRENCH i0 MAKE AT LEAST FOUR THE 15/16- SOCKET OR WRENCH, PLACE AN OPEN END THE SOUARE NECK OF THE BOLT THE NUT LOOSELY. THEN INSERT COMPLETE TURNS ON BOLT UNTIL WRENCH ON THE)5/8' SQUARE SHOULDER OF THE BOLT. WITH SXUARE HOLE IN ANCHOR THE STRAP INTO THE SLOTTED STRAP IS TUAT. THEN REPOSITION THE 15/16- SOCKET OR WRENCH TO SHANK OF THE TENSION BOLT HEAD AND TIGHTEN THE HEX NUT. FACILITATE THE FINAL TENSIONING. FTE AS SHOWN. AR STRAP IS THIS'W1LL DRAW;THE TWO TO - INSERTED THROUGH TIaE SLOT, t CEIHER AND LOCK THE SYSTEM INTO ITS FINAL POSITION. BEND IT UP AT 904. T I E - 0 0 W N S T R A P T O G R O U N D A N C H O R D E T A I L t TIEDOWN SYSTEM GENERAL NOTES: A.. THE 71EDOWN SYSTEM' SHOWN CONSISTING OF STEEL STRAPS, BUCKLES AND GROUNt ANCHORS IS ONE ACCEPTABLE METHOD OF ANCHORAGE.' ALTERNATES -TO THESE METHODS, MATERIALS, SPACINGS, ETC:.. MAY BE USED PROVIDED THEY MEET -THE LOAD CAPACITY. REQUIREMENTS SPECIFIED IN NOTE 2 BELOW AND ARE LISTED AND CERTIFIED BY A PROFESSIONAL ENGINEER OR ARCH= ITECT AND APPROVED BY THE LOCAL ENFORCEMENT AGENCY. 2. ALL GROUND ANCHORS, STEEL STRAPS, AND CONNECTIONS SHALL BE- CAPABLE OF RESISTING AN ALLOWABLE. WORKING LOAD OF AT LEAST 3150 LOS. PLUS A 50% OVERLOAD (4725 LBS.) WITHOUT FAILURE. ALL ANCHORING EQUIPMENT SHALL BE CERTIFIED BY A PROFESSIONAL' ENGINEER OR ARCHITECT AS TO ITS CAPACITY .TO RESIST: -THE FORCES .SPECIFIED BASED ON ANGLE OF INSTAL— LATION AND: SOIL- TYPE* IN ACCORDANCE WITH ASTM D3953-91, STANDARD :SPECIFICATION FOR STRAPPING, FLAT STEEL & SEALS. 'SOIL TYPE AT HOME LOCATION SHALL MEET OR EXCEED THE ANCHORING EQUIPMENT MANUFACTURERS REQUIREMENTS. 3. HORIZONTAL WIND PRESSURE - 15 PSF. u 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. 5. ALL ANCHORING .EOUIPT.EXPOSED TO 'WEATHER SHALL HAVE A RESISTANCE TO WEATH. R DETERIORATION AT LEAST EQUAL TO THAT PROVIDED BY A COATING OF -ZINC ON STEEL OF NOT LESS THAN 0.30 OUNCES PER SQ. FOOT OF SURFACE COATED. ALL STEEL STRAPPING SHALL BE AT LEAST 1 1/4" WIDE r .035" THICK TYPE 1, FINISH 8, GRADE 1 STEEL, & CERT. BY A PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING- TO ASTM 03953-91 6.GROUND ANCHORS SHALL BE INSTALLED TO THEIR FULL DEPTH, EMBEDDED BELOW FROST LINE, AND AT LEAST 12" ABOVE THE WATER TABLE. STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED .RESISTANCE. 7,IN .LIEU OF THE TIE -DOWN SYSTEM HEREIN, GOLDEN WEST HOMES. WILL ALLOW INSTALLATION OF ANY HOME ON A PERMANENT FOUNDATION SYSTEM OR OTHER APPROVED TIE -DOWN OR ALTERNATIVE SYSTEM THAT MEETS'THE DESIGN LIVE LOAD REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY, THE LOAD CAPACITY -REQUIREMENTS IN NOTE 2 ABOVE, AND* IS SIGNED BY A PROFESSIONAL ENGINEER OR ARCHITECT. ANY SUCH SYSTEM USED MUST. BE COMPATIBLE WITH THE GOLDEN WEST HOMES LONGITUDINAL FLOOR CONSTRUCTION. fESSIO SEPH � flop N0. C0 'Ev. f/'1/f �CIVIL CAlIf00.�V TYPICAL TIE -DOWN DETAILS c� e DRAM eM. D. C REmsm By* TA 0AIL5-23-95 0ATL11-25-99 S- 2 ! PMCH RALN�}(� DETAL �.,r.'..:. µ�K • a � r ,+~r � .., • � � .. .. ., lin WAWM TAG UW DECK RALM soar Lora DUAL ALL MA" if r1U� DAN 3/2/99 8-19 PULL BACK FACTORY INSTALLED FELT ! 7i' INSTALL SHINGLES UP TO INSTALL RIDGE TO EXPOSE ACCESS FOR RIDGE BEAM BOLTING. WHEN FINISHED INSTALL 30 GA. �" (2) LAYOS',FELT, FIELD RIDGE WITH (4) STAPLES OR: NAILS PER SHINGLE SHINGLES OVER RIDGE BEAM WITH GALV. METAL OR PLYWOOD ACCESS AND INSTALLED.MINIMUM EXTENDING6" MINIMUM (1) STAPLE OR ' NAIL ON EA: SIDE STRIP OVER HOLES. ROLL FELT BACK EACH SIDE OF RIDGE BEAM AS SHOWN .TO RIDGE JOINT AND ATTACH WITH . STAPLES OR NAILS. NOTE6 FACTORY INSTALLED i — ��� FOR FASTENING SHINGLES USE c } SHINGLES 1j"xl2 CA.,GALV, ROOFING NAILS OR II"xl"06 GA. STAPLES (2) LAYERS FELT, FIELD INSTALLED AND EXTENDING 6" OVER RIDGE , FIELD INSTALL RIDGE SHINGLES OVER MATING JOINT, SAME AS OVER RIDGE BEAM.;,, I FIELD INSTALLED FELT ' 4 OVER JOINT t FACTORY INSTALLED, VALLEY ROLL ROOFING >. ._ �lYp��J/ ALL EXPOSED EDGES OF SHINGLES TO BE ��� I • .�' 1 AFIRMLY 1 • T' . 3' �'/ • EMBEDDED N PLASTIC ASPHALT CEMENT ; -PULL BACK c ,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 CA. 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, I JOINT AND ATTACH WITH ° FACTORY.: INSTALLED FELT 6" STARTING AT BOTTOM AND WORKING T.0 STAPLES OR NAILS. AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN 24 ROOF CLOSE — UP DETAILS TAG WITH STANDARD CABLE JA jof ESSioi AOSEP/i qty a o NO. 1 C04207j/' a • CIVIL �f0(CAUf0 DRAWN6 ROOF CLOSE=UP APPLICATIONS TAG WITH STANDARD GABLE `c DRAIN BY D. HOLT DAh12-27-94 S— 30 I I`ht" 4�.^Gi,'!":.. k' ....�:•. ...t.. i �t11•u ..-:..f4 r, tt;i,�, .. '`- ,. , n ' �;�.+�''M" ti L. ,� , 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 ENOWALI INSTRUCTIONS. FLOOR I -BEAM . r INSTALL ONE I� 1 APPROVED TIE - DOWN STRAP AT EACH END OF H EACH FLOOR SECTION 45 DEC MAX 0 W APPROVED ANCHOR WI•fH ANCHOR TO BE IN -UNE WITH STRAP SINGLE TENSIONING HEAD UNLESS APPROVED STABILIZER PLATE OR COLLAR IS INSTALLED FOR 45' MAX. ANGLE, 'W MUST BE GREATER OR EQUAL TO W. INSTALLATION OF LONGITUDINAL TIE DOWNS " USE (1) LONGITUDINAL TIE DOWN AT EACH END OF EACH SECTION PLAN VIEW A SECTION B SECTION s--v� C SECTION I 1 A 9-D L-- ------ —J 9'-0. A 1 .. B C 1 rh rl� -r6 a -t -ti J--4 -MAX .A. .B. .C' = 13'-0' -` b SINGLE WIDE DOUBLE OR TRIPLE WIDE LONGITUDINAL TIE DOWN REOUIREMENTS " ' QROFESSIO,yq� 'MAIN I -BEAM _ �Q BRACKET IS 11ga. STEEL MIN. �`��QSEPy�Z�yf� N0. 1 1/2' 4207 ca c Ep3-31-2006 FULL WIDTH WELDS 1/8" OR \ THICKNESS OF BRACKET JTA CIVIL �EOFCA (MIN). lit "1" f LONGITUDINAL TIEDOWN STRAP BRACKET DETAIL LONGITUDINAL REFER TO NOTES ON PACE S-20 FOR STRAPPING AND 3i ANCHORING SPECS. TIEDOWN REQUIREMENTS - a;s J' T ORAVMI BY: TM 4N/O ZON" GATE: 11/29/99 I only REM ';i✓ S-21 _ FACTORY INSTALLED SHINGLES FIELD INSTALL --y (2) LAYERS OF TYPE 15 FELT UNDERLAYMENT . FULLY CEMENTED BETWEEN LAYERS WITH PLASTIC ASPHALT CEMENT METAL DRIP EDGE DIRECTLY ON DECK ?'ULL UACK FACTORY INSTALLED FELT TO EXPOSE ACCESS FOR EAVE CONNECTIONS AND FELT OVER EAVE 5/16" MINIMUM PLYWOOD SHEATHING LIFT FIRST COURSE OF. ,THE FACTORY - INSTALLED SHINGLES .TO FACILITATE THE INSTALLATION OF VENT FLASHING AND INTER -WEAVING WITH EAVE SHINGLES 1 ASPHALT CEMENT MOULDED AROUND PIPE AT FLASHING CONTACT SURFACE. (ALT: RUBBER CASKET) 16GA..STAP 16 GA. FIELD INSTALL-EAVE SHINGLES - SHINGLES SF STARTING AT BOTTOM AND WORKING i WIND RESIST, TOWARD FACTORY INSTALLED SHINGLES WITH (4) FASTENERS PER SHINGLE PER MFR'S. INSTALLATION INSTRUCTIONS a R 0 0 F CLOSE - LIP. APPLICATIONS—/ VENT, PIPE :.'AT A D D - 0 N SHINGLES AND UNDERLAYMENT 3/8" SHEATHING (GRAIN PERPINOICULAR j TO TRUSSES) W/ 6d NAILS ® 6" O/C PERIMETER, EDGES, AND FIELD. I DRIP EOCE PER SHINGLE MFR'RS. IJ INSTALLATION INSTRUCTIONS 1 x 3 LEDGER TO RAFTER RAIL I . FASTENED PER TABLE AT -RIGHT I_ 1 x 4 RAIL FASTENED TO V BLOCKS PER TABLE AT RIGHT I I ' 1" x 24 GA. STRAP ® EA: BLOCK ' W/ (7) 7/16" x 1" x 16 CA STAPLES I EACH ENO OF STRAP ' - 2 x 8 FASCIA TO BLOCK W/ I i (3) 16d NAILS 2 x 6 EAVE BLOCKS SPACED {---I PER TABLE AT RIGHT 1/2" HARDBOARD SOFFIT W/ 6d NAILS ® 6" 0/C PERIMETER, EDGE, & FIELD. c' SEAL, CAULK, ETC. JOINT BETWEEN MAX. EAVE SOFFIT AND SIDEWALL PROJECTION PER TABLE AT RIGHT A D D - 0 N E A V E 0 E T A I L - HOLD ROOF SHEATHING: -AND, SHINGLES BACK FROM OUTSIDE FACE OF SIDEWALL 10";. EXTEND.UNDERLAYMENT OUT 24" TO 36" FROM THIS POINT (TO END OF FASCIA) AND FOLD BACK FOR TRANSIT. PROTECT UNROOFED PORTION W/ POLYETHYLENE COVER FOR TRANSIT AND•STORACE. - TRUSSES O' 16" •O/C (ALT: 24" O/C FOR 20 PSF ROOF ONLY) NOTES: - FASTEN SHINGLES W/ II"x 12 GA. CALV ROOFING NAILS OR' I"x 1"x 16 GA. STAPLES. - SHINGLES SHALL BE CLASS "C" WIND RESISTANT OR BETTER - 1 x 6 MINIMUM RAFTER RAIL - SIDEWALL - 2 x 4 BLOCKS BETWEEN',EAVE BLOCKS ® 48" 0/C (EVERY THIRD BAY) FOR 16" EAVE, AND 24" 0/C (EVERY BAY) FOR 24" EAVES. FASTEN 2X6'EAVE BLOCKS TO EACH ENO OF 2X4,13LOCKS W/ (2) 16d REMAINDER OF THE SHINGLE COURSES SHALL. BE LAID OVER UPPER PORTION :OF THE VENT FLASHING FLANGE AS SHOWN L_SHINCLES THAT OVERLAY THE FLANGE TO BE FIRMLY EMBEDDED IN PLASTIC ASPHALT CEMENT. \3 12 EAVE A ADD-ON EAVE INSTALLATION TABLE 20 PSF ,4..w VENT FLASHING='GALV. I METAL OR MINIMUM 50y ' ROOFING MATERIAL OR Lnr'" TYPICAL APPROVED:. , 16' ROOF JACK. PROJECTION MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM 16GA..STAP 16 GA. FIELD INSTALL-EAVE SHINGLES - SHINGLES SF STARTING AT BOTTOM AND WORKING i WIND RESIST, TOWARD FACTORY INSTALLED SHINGLES WITH (4) FASTENERS PER SHINGLE PER MFR'S. INSTALLATION INSTRUCTIONS a R 0 0 F CLOSE - LIP. APPLICATIONS—/ VENT, PIPE :.'AT A D D - 0 N SHINGLES AND UNDERLAYMENT 3/8" SHEATHING (GRAIN PERPINOICULAR j TO TRUSSES) W/ 6d NAILS ® 6" O/C PERIMETER, EDGES, AND FIELD. I DRIP EOCE PER SHINGLE MFR'RS. IJ INSTALLATION INSTRUCTIONS 1 x 3 LEDGER TO RAFTER RAIL I . FASTENED PER TABLE AT -RIGHT I_ 1 x 4 RAIL FASTENED TO V BLOCKS PER TABLE AT RIGHT I I ' 1" x 24 GA. STRAP ® EA: BLOCK ' W/ (7) 7/16" x 1" x 16 CA STAPLES I EACH ENO OF STRAP ' - 2 x 8 FASCIA TO BLOCK W/ I i (3) 16d NAILS 2 x 6 EAVE BLOCKS SPACED {---I PER TABLE AT RIGHT 1/2" HARDBOARD SOFFIT W/ 6d NAILS ® 6" 0/C PERIMETER, EDGE, & FIELD. c' SEAL, CAULK, ETC. JOINT BETWEEN MAX. EAVE SOFFIT AND SIDEWALL PROJECTION PER TABLE AT RIGHT A D D - 0 N E A V E 0 E T A I L - HOLD ROOF SHEATHING: -AND, SHINGLES BACK FROM OUTSIDE FACE OF SIDEWALL 10";. EXTEND.UNDERLAYMENT OUT 24" TO 36" FROM THIS POINT (TO END OF FASCIA) AND FOLD BACK FOR TRANSIT. PROTECT UNROOFED PORTION W/ POLYETHYLENE COVER FOR TRANSIT AND•STORACE. - TRUSSES O' 16" •O/C (ALT: 24" O/C FOR 20 PSF ROOF ONLY) NOTES: - FASTEN SHINGLES W/ II"x 12 GA. CALV ROOFING NAILS OR' I"x 1"x 16 GA. STAPLES. - SHINGLES SHALL BE CLASS "C" WIND RESISTANT OR BETTER - 1 x 6 MINIMUM RAFTER RAIL - SIDEWALL - 2 x 4 BLOCKS BETWEEN',EAVE BLOCKS ® 48" 0/C (EVERY THIRD BAY) FOR 16" EAVE, AND 24" 0/C (EVERY BAY) FOR 24" EAVES. FASTEN 2X6'EAVE BLOCKS TO EACH ENO OF 2X4,13LOCKS W/ (2) 16d REMAINDER OF THE SHINGLE COURSES SHALL. BE LAID OVER UPPER PORTION :OF THE VENT FLASHING FLANGE AS SHOWN L_SHINCLES THAT OVERLAY THE FLANGE TO BE FIRMLY EMBEDDED IN PLASTIC ASPHALT CEMENT. \3 12 EAVE A ADD-ON EAVE INSTALLATION TABLE Z�%'%0 S E NO. 41 Erp 3-31-2006 ENO OR TOE -NAILED. • FASTEN (ON-SITE) '""""` ROOF CLOSE-UPROOF LOADS 2X4 BLOCKS TO 1 ,x 3 LEDGER WITH APPLICATIONS 0 S (3) #8 X 2\" WOOD SCREWS. ADD-ON EAVE 30 PSF 40 PSF 60 PSF 80 PSF 1 8 DRAWI BY 0. HOLT OArt 2-B-95 B DRAYM BY - DATE - w 20 PSF 1 30 PSF 40 PSF 1 60 PSF 80 PSF MAXIMUM EAVE 24' 24' 16' 16' 16" PROJECTION MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM 1 x 31EOGER No. 8x2 No. 8x2 I No. 8x2 No. 8z2 No. 8x2 CONNECTION SCREWS SCREWS SCREWS SCREWS. .SCREWS AT 8'0 C AT 8'O/C AT 8"0 C AT 8'0 C AT 6-0/C 1 x 4 RAIL( 3 7/16"x J 7/16'x 3 7/16-x Nx cjo. B } No. e' CONNECTION 1.75'x150A 1.75"x15CA, 175'x15GA 2 WOOD 2 WOOD STAPLES STAPLES STAPLES SCREWS SCREWS 2 x 6 EAVE 24- O/C 16' O/C 16" O/C I 16-,0/C 16" O/C BLOCK SPACING MAXIMUM MAXIMUM MAXIMUM I MAXIMUM MAXIMUM Z�%'%0 S E NO. 41 Erp 3-31-2006 ENO OR TOE -NAILED. • FASTEN (ON-SITE) '""""` ROOF CLOSE-UPROOF LOADS 2X4 BLOCKS TO 1 ,x 3 LEDGER WITH APPLICATIONS 0 S (3) #8 X 2\" WOOD SCREWS. ADD-ON EAVE 30 PSF 40 PSF 60 PSF 80 PSF 1 8 DRAWI BY 0. HOLT OArt 2-B-95 B DRAYM BY - DATE - w PULL BACK FACTORY INSTALLED FELT TO EXPOSE ACCESS FOR RIDGE BEAM INSTALL SHINGLES UP TO INSTALL RIDGE BOLTING. YME14 FINISHED INSTALL 30 GA. (2) LAYERS FELT, FIELD RIDGE WITH (4) STAPLES OR NAILS PER SHINGLE SHINGLES OVER RIDGE 'BEAM WITH GALV..METAL OR PLYWOOD ACCESS INSTALLED OVER AND (1) STAPLE OR 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. FACTORY NOTE. 5" fXP, INSTALLED SHINGLES ,� FOR FASTENING SHINGLES USE 11"x12 GA. CALV. ROOFING NAILS OR 1"xt"x16 GA. STAPLES (2) LAYERS FELT, FIELD 5 •�6" INSTALLED AND EXTENDING 6" OVER RIDGE FIELD INSTALL RIDGE SHINGLES.- HINGLESOVER OVERMATING JOINT_, 'SAME AS OVER RIDGE BEAM FIELD INSTALLED FELT e OVER JOINT ROLL ROOFING -- _ FACTORY INSTALLED t1 VALLEY ROLL ROOFING • (BOTTOM 12" TO 8E 1005E i AND NOT NAILED DOWN) PULL BACK FACTORY INSTALLED FELT UNDERLAYMENT TO EXPOS 36" WIDE, 50X MIN. ROLL ROOFINGSITE FIELD INSTALLED OVER VALLEY, APPLIED SHINGLES ACCESS FOR RIDGE BEAM BOLTING. WHEN FINISHED (4) STAPLES OR LAPPED UNDER FACTORY NAILS PER SHINGLE WOVEN OVER THE VALLEY AS SHOWN. ATTACH EACH SHINGLE INSTALL 30 GA. GALV. METAL OR INSTALLED ROLL ROOFING 12" AS SHOWN AND FULLY CEMENTED AT LAP. WITH (4) STAPLES OR NAILS PLYWOOD ACCESS STRIP OVER INSURING THAT NO NAIL IS WITH HOLES. ROLL FELT BACK TO /j INTERWEAVE FIELD INSTALLED (2) LAYERS OF FELT, LAPPING SHINGLES IN 6" OF CENTER OF VALLEY JOINT AND ATTACH WITH TO MATCH FACTORY INSTALLED SHINGLES, FACTORY INSTALLED FELT 6" STARTING A7.BOTTOM AND WORKING TO STAPLES OR NAILS. I V AND FULLY CEMENTED AT LAP: RIDGE AS SHOWN L ROOF CLOSE — UP DETAILS ALTERNATE VALLEY 24 4 0SESP/t Fey N0. Qp, ]-]I-20M CIVIL orck to ROOF CLOSE—UP APPLICATIONS ALTERNATE VALLEY DRAW PARI+Ck1� D. HOLT 12-28-94 -31 ir,' ^L tvL rb( lf:�Sa J SITE INSTALLED CHASE EXTENSION, CHIMNEY EXTENSION AND TERMINATION. FOR _MINIMUM O HEICIJT.REOUIREMENTS REFER TO FIREPLACE MANUFACTURERS _ INSTALLATION INSTRUCTIONS AND THE TEN FOOT.RULE, SEE NOTES AT RIGHT OF SHEET. FACTORY INSTALLED EXTERIOR FIREPLACE CHASE. (13'-6" MAX. F1:" TRANSPORTATION HEIGHT) FOR SITE—BUILT CHASE FOLLOW _ FIREPLACE; MANUFACTURERS INSTALLATION.INSTRUCTIONS. .—.. _. — -- *' 32 E X T E R 1 0 R F I R E P L A C E A SITE INSTALLED CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM HEIGHT REQUIREMENTS REFER TO FIREPLACE MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE TEN FOOT RULE, SEE NOTES AT RIGHT OF SHEET. _Tt FACTORY INSTALLED CHIMNEY THROUGH ROOF WITH ROOF FLASHING. (13"-6" MAXIMUM TRANSPORTATION HEIGHT.) F I R E P Tui j. TEN FOOT RULE SUMMARY THE MINIMUM CHIMNEY HEIGHT ABOVE THE ROOF IS SPECIFIED t"BY ALL MAJOR U.S. -BUILDING CODES. IF THE HORIZONTAL =DISTANCE FROM THE- CHIMNEY EDGE TO THE PEAK OF. THE. ROOF IS LESS THAN 10 FFET, THE TOP OF THE CHIMNEY 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 LOGE+ THE-; TOP. OF THE CHIMNEY MUST BE LEAST 2 FEET A90Vt 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 EGOE OF THE CHIMNEY. 10'-0" CHIMNEY R LESS PEAK OF ROOF 0z I_ N � ROOF• __. .FIGURE A -•A CHIMNEY -L 10'-0" L AK OF ROOF I ROOF I' FIGURE 8-8 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 WINO CONDITIONS, ETC..,, MAY REQUIRE A TALLER CHIMNEY TO DRAW PROPERLY. NO. C0420jr E3-31-2006 '""""` "SET—UP INSTRUCTIONS" FIREPLACE CHIMNEY INSTALLATION 32 a+uw er 6 D. HOLT �A�12-29-94 S— 41 1s i AFTER RIDGE BEAM BOLTING —. PROCEDURE IS COMPLETED, -.•- - FIELD INSTALL (2) LAYERS OF FELT OVER do EXTENDING 6" MINIMUM EACH SIDE OF RIDGE BEAM (2) LAYERS TYPE 15 FELT FACTORY INSTALLED FACTORY INSTALLED I / SHINGLES I ROOF FACTORY INSTALLED VENT PIPE ` FIELD INSTALL- RIDGE SHINGLES PER DETAIL AND 0 I VENT FLASHING — CALV. / METAL OR MINIMUM 50p t ROOFING MATERIAL. , HOLE TO BE CUT THROUGH FELT LAYERS FOR VENT PIPE AS REQUIRED HOLE MAY BE CUT IN RIDGE SHINGLE FOR VENT PIPE ASPHALT CEMENT SHINGLES THAT OVERLAY MOULDED AROUNO'PIPE AT THE FLANGE TO BE BEDDED FLASHING CONTACT SURFACE. IN PLASTIC ASPHALT CEMENT. (ALT: RUBBER GASKET) UP APPLICATIONS VENT PIPE AT RIDGE DETAIL NOTES, 1. THE ABOVE APPLICATION METHOD MAY BE FACTORY QROFESSIOp INSTALLED AT NON—MATING RIDGES. \SttQ��SOSEpy fFlg ' 2. SHINGLES SHALL NOT BE INSTALLED ON A ROOF; HAVING CPQ` j� 10 A SLOPE LESS THAN 2" IN 12" UNLESS THE MANUFACTURER WARRANTS THE SHINGLE FOR A LESSER SLOPE. NO. C04202� 3. SHINGLES ARE TO BE CLASS "C" WIND -RESISTANT �]' OR BETTER. 4. FOR FASTENING SHINGLES, USE 1 1/4"x 12 GA. CALV. ROOFING NAILS OR 1"x 1"x 16 GA. STAPLES. CIVIL fFOF CAUlOR��1 oR4wxc ROOF CLOSE—UP APPLICATIONS yVENT PIPE AT RIDGE W ....r.:+• .7^ - i• ij ~+�+?11�1(�1•k 4t j: '�:L?'a. ofUor 04q +v++wy�. �t, wuurirtty t ''.} 0. HOLTe�:s rw` p 12-28-94 S-qO v. In_ SITE -BUILT "CALIFORNIA" FILL FRAMING OVER MANUFACTURED HOME VALLEY SHINGLE APPLICATIONS INSTALL PER � lU IUOR S- 1 F- ___- --- - =--- =------ -, IF �I I I II I �I li I II 11 I I "CALIFORNIA" FILL I j FRAMING PER I I I SITE-iBUILT GARNGE I I LENGTH VARIES SITE -BUILT GARAGE PLAN VIEW / SITE - 5/16" OR 3/8" COX PLYWOOD ROOF SHEATHING 24/0 6d NAILS AT 6" 0/C EOCES, 12" 0/C FIELD 2X4 RAFTERS �— AT 24- 0/C 2X6 OF N 2 RIDGE BOARD (2) 10d NAILS OR ) 3 7/16"x 2\"x 16 GA. STAPLES (TOE -NAILED) 20 FLAT ATTACHMENT DET nzv T— ALL WALLS ADJACENT TO 1 MANUFACTURED HOME I SHALL BE OF ONE-HOUR I CONSTRUCTION PER LOCAL I ENFORCEMENT AGENCY. I FOR.ADDITIONAL Z INFORMATION SEE I 1 NOTE: GARAGE SHALL BE SITE CONSTRUCTED PER THE REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY. SEE NOTE 1. . 1 BUILT GARAGE UNOERLAYMENT ROOFING r—MARTERIAL (4) 10d NAILS OR (6) 7/16"x 2\"x 16 C/ I ROOF LINE OF MANUFACTURED HOME 20 SUPPORT POSTS AT 40" O/C MAX. ALONG EACH 2x4 RAFTER 8 GARAGE; GABLE TRUSS -# CONVENTIONAL 2 x 6 Of CONT. 2 x 3 MIN RIDGE ROOFING MATERIAL. OVER (2) LAYERS FR FRAMING, ; RIDGE BOARR D SUPPORT PURLINS AT 48" 0/C (BEYOND). TYPE 15 FELT (OR E0.). OVER 5/16" OR 3/8" COX PLYWOOD 24/0 INDEX WITH 5/8" TYPE "X" GYP. SIMPSON %LU26" _ 2x4 RAFTERS FACE GRAIN PERPENDICULAR TO BD. FLOOR TO JOIST HANGER GARAGE TRUSSES FRAMING 6d NAILS A7 6" 0/C EDGES,. ROOF SHEATHING 12" 0/C FIELD., OR CONVENTIONAL_ "DOOR 2x3 SUPPORT POSTS '1r ANY PASSAU AT 40" O/C MAX. ALONG 1 x I. 1 ` EACH 2x4 RAFTER SOLID WD00'OR LISTED 20 MINUTE 1 FIRE DOOR W/ SELF CLOSER 16 .,.' I it B ROOF LINE OF MANUFACTURED HOME 2 x 6 DF.#2 CONT. TYPE 15 FELT (OR ED.), OVER 5/16" OR RIDGE BOARD 3/8" COX PLYWOOD 24/0 INDEX WITH FACE 'GRAIN PERPENDICULAR TO- 2X3 MIN SUPPORT POSTS :AT 40" 0/C MAX. ALONG EACH 2x4 RAFTER 2 x'3 MIN RIDGE SUPPORT PURLINS AT'48" O/C ELEVATION / CALIFORNIA • FILL' FRAMING NOTES: 9 1. .'GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME '(FREE STANDING). 2. THE DESIGN AND CONSTRUCTION OF THE,GARACE IS SUBJECT TO THE APPROVAL OF THE LOCAL ENFORCEMENT AGENCY. 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE BE; INSTALLED AS PART OF THE ORIGINAL INSTALLATION. 4. PASSAGE DOOR BETWEEN THE HOUSE AND `GARAGE SHALL NOT.000NT AS ONE OF THE TWO REQUIRED EGRESS DOORS. 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS), ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. I. L_ 2 10d NAILS OR L(5) 10d 3 7/16"x 2\"x 16 2x3 FLATS AT 24" 0/C GA. STAPLES (TYPICAL 2x4 RAFTERS EA. END) 12d NAILS OR GARAGE TRUSSES 4-55 A7 24" 0/C OR CONVENTIONAL_ "DOOR 2x3 SUPPORT POSTS FRAMIN^ G ANY PASSAU AT 40" O/C MAX. ALONG .FROM HOUSE, TO -'GARAGE SHALL BE 1(" EACH 2x4 RAFTER SOLID WD00'OR LISTED 20 MINUTE FIRE DOOR W/ SELF CLOSER 16 SECTION . / CALIFORNIA FILL B ROOFING MATERIAL, OVER (2) LAYERS 2 x 6 DF.#2 CONT. TYPE 15 FELT (OR ED.), OVER 5/16" OR RIDGE BOARD 3/8" COX PLYWOOD 24/0 INDEX WITH FACE 'GRAIN PERPENDICULAR TO- (3) 12d NAILS TOE -NAILED FRAMING W/ 6d NAILS AT 6" O/C EDGES, AT EACH.RAFTER TO RIDGE_ 12" 0/CY FIELD., (4) 10d NAILS OR (6) 7/16"x `2\"x 2x3 FLATS ' 16 GA. STAPLES FROM 2x3 SUPPORT AT 24" 0/C POST TO 2x4 RAFTER 2x4 RAFTERS 2x4 RAFTERS AT 24"•.O/C AT 24" 0/C 2X3 MIN SUPPORT POSTS :AT 40" 0/C MAX. ALONG EACH 2x4 RAFTER 2 x'3 MIN RIDGE SUPPORT PURLINS AT'48" O/C ELEVATION / CALIFORNIA • FILL' FRAMING NOTES: 9 1. .'GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME '(FREE STANDING). 2. THE DESIGN AND CONSTRUCTION OF THE,GARACE IS SUBJECT TO THE APPROVAL OF THE LOCAL ENFORCEMENT AGENCY. 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE BE; INSTALLED AS PART OF THE ORIGINAL INSTALLATION. 4. PASSAGE DOOR BETWEEN THE HOUSE AND `GARAGE SHALL NOT.000NT AS ONE OF THE TWO REQUIRED EGRESS DOORS. 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS), ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. I. N0. CQ�2077 �Eip�3_31 _7006 . I °�eBxc "SET—UP INSTRUCTIONS" SITE—BUILT GARAGE DAIS 1 -5 - MAN fir D. H REMSM BY TM GOOF LOADS 20 PSF 30 PSF S-55 14 12 L_ 2 10d NAILS OR L(5) 10d 3 7/16"x 2\"x 16 NAILS GA. STAPLES (TYPICAL (TOE -NAILED) EA. END) 12d NAILS OR 7/16"x 2x 16 STAPLES YTOE-NAILED) N0. CQ�2077 �Eip�3_31 _7006 . I °�eBxc "SET—UP INSTRUCTIONS" SITE—BUILT GARAGE DAIS 1 -5 - MAN fir D. H REMSM BY TM GOOF LOADS 20 PSF 30 PSF S-55 14 12 EXTERIOR WALLGARAGE LHOME OF MANUFACTURED 5 8" TYPE "X" GYPSUM BOARD MAY BE APPLIED TO'EXTERIOR OF 71 HOME MANUFACTURED HOME AT GARAGE AREA ONLY W/ 6d COOLER OR WALLBOARD NAILS OR 11" BUGLE HEAD TYPE "W" SCREWS AT SITE CONSTRUCTED EXTERIOR SIDING CONNECT WASHER/ DRYER 7" O/C EDGES AND FIELD. (5/8" GYP. 80. APPLIED TO EXTERIOR ONE-HOUR FIRE WALL OF MANUFACTURED HOME UTILITIES AS REQUIRED OF HOME SHALL BE COVERED W/ MINIMUM 3 MIL. POLYETHYLENE II I PER � SHEATHING TO PREVENT DAMAGE FROM THE ELEMENTS DURING TRANSIT AND SET: -UP),). REMOVE ACCESS II COVER TO SANITARY II REMOVE ACCESS COVER 1INSTALL TEE AND FIELD II OVER WATER LINES, WASHER ELBOW OFF OF FACTORY ___________ I�------- II INSTALLED LINES AND 1 1j II PAPTRAP AND rr jj FIELD INSTALL HOT AND II DOOR BETWEEN HOUSE AND II STANDPIPE r 11 I COLO HOSE BIBBS FOR j 1 GARAGE SHALL BE MINIMUM I I I I I I I WASHER I I 1 I1 1 3/8" THICK SOLID WOOD ORII I II 1 1 I LISTED 20 MINUTE FIRE 'DOOR_ I I II 1 FACTORY INSTALLED I I WITH SELF CLOSER. II OPTIONAL SITE -BUILT.. I 1 It 1 WATER LINES 11 I1 ENTRY IN THIS AREA1 I it II 11 PER DETAIL I I 11 FACTORY INSTALLED 11 ALL WALLS ADJACENT 11 0 I I ,—*�—u— WASTE LINE, SANITARY �1 TO HOME SHALL BE OF jI 7 �i IT- TEE AND VENT THROUGH 11 ONE HOUR FIRE RESISTIVE II D II ROOF 1 CONSTRUCTION PER LOCALII x-� II I I ENFORCEMENT AGENCYa 1 II II FACTORY 1 INSTALLED 1 , Ilii- ELECTRICAL JUNCTION lI I I - o SITE -BUILT. WALLS FIELD INSTALL WIRING A I BOX ("J" -80X) 11 11 1 FROM FACTORY I, 11 N INSTALLED J" -BOX hJ I 1 j I TO WASHER AND/OR 11 1 11 11 11 I DRYER RECEPTACLE II I II I 1 SITE — BUILT GARAGE i1 II 1 II I� EXTEND FACTORY ------ 11 11 INSTALLED GAS II 1 11 II PIPE AND FIELD it I II 11 INSTALL SHUT-OFF 11 I 11 `------------------------- VALVE AS I I I REQUIRED FOR FACTORY �f—INSTALLED ----'CAS NOTE, NOTEc GARAGE SHALL BE 5176 DRYER ' GAS LINE CONSTRUCTED PER REQUIREMENTS OF THE LOCAL ENFORCEMENT NOT AGENCY. VERIFY ALL MINIMUM ALL FIELD INSTALLED ELECTRICAL, GAS, WASTE AND WATER 24'-0" MAXIMUM SIZES AND CLEARANCES WITH LINES SHALL CONFORM TO THE REQUIREMENTS OT THE LOCAL LOCAL ENFORCEMENT AGENCY, ENFORCEMENT AGENCY. 48 8 PLAN VIEW SITE - BUILT • GARAGE A UTILITY CONNECTIONS g OPENING TO NOTES: EXTERIOR WALL OF MANUFACTURED MANUFACTURED w - HOME : 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE HOME = INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME Q1tOFESSlo `� (FREE STANDING). fy� I I EN TRY I FIELD 2. THE DESIGN AND CONSTRUCTION OF THE GARAGE AND/OR �\5��SOSEPq �P �p `1 11 I INSTALLED z `'' ENTRY IS SUBJECT TO THE APPROVAL OF THE LOCAL • N0. ALL WALLS ADJACENT TO HOME 11 ENTRY DOOR I ENFORCEMENT AGENCY. ,^, 077 �� SHALL 8E OF ONE HOUR FIRE RESISTIVE. I W 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE/ENTRY BE INSTALLED AS PART OF THE ORIGINAL INSTALLATION. �( c�J^2 ` CONSTRUCTION PER LOCAL �� < E�. 31 2006 ENFORCEMENT AGENCY �� 4. PASSAGE ODOR BETWEEN THE HOUSE -ANO GARAGE SHALL CIVIL civil. NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS, DOOR BETWEEN HOUSE AND NOTE,. II ENTRY/GARAGE SHALL BE SITE 5. OPENINGS FROM THE GARAGE (INCLUDING' PASSAGE DOORS), GARAGE SHALL BE MINIMUM CONSTRUCTED PER APPROVAL ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. 1 -3/8" THICK SOLID WOOD OR OF..THE LOCAL ENFORCEMENT "SET—UP INSTRUCTIONS" LISTED 20 MINUTE FIRE DOOR AGENCY. VERIFY ALL MINIMUM WITH TH SELF CLOSER. SIZES AND CLEARANCES WITH SITE BUILT -LOCAL ENFORCEMENT AGENCY.. • I �r J N GARAGE � ENTRY PLAN VIEW q, SITE. —;BUILT;; ENTRY AT GARAG auw HO rz ',' eU 0. HOLT "01-03-95S—'50 LL_ 1,ar nn• L �. . w; fr.'�ri�i^� ,''�4��i^t7,jrt0 - � { � i.:mrt.sz,�4�n.-i • - ,: � � II'.vw ,,.q ..v,.+. ,.__- « ... rr.-..- TYPICAL LISTED CAP TRUSS �• .. . • 1 12 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 ALT: FLAT CEILING ROOF SECTION AT TRUSS PROFILE FOR DOUBLEWIDE LEGEND6 F-11—SITE INSTALLED ITEM SEE SHEET U.O.N. CAP TRUSS HINGED TO MAIN TRUSS WITH NYLON O# "SITE INSTRUCTIONS FOR R HINGE ROOFF CLOSE OFF", STRAP ENABLING THE TRUSS TO FOLD DOWN INTO FACTORY INSTALLED ITEM — SEE SHEET S-63 U.O.N. ROOF CAVITY FOR TRANSPORT. . E "FACTORY INSTALLED NOTES". �_ INSTALL TEMPORARY 2X3 STUD• GRADE EDGERAIL �J GENERAL NO 5: TO EACH KINGPOST WITH (1) No. 8 X 37 WOOD SCREW1. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION" APPROVAL, ,•4 FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL (D—SECURE CAP TRUSS TO MAIN TRUSS W/ (3) 7/16" X 2 1/2" X 15 GA STAPLES FASTEND FROM BOTTOM CHORD OF CAP TRUSS INTO TOP CHORD OF MAIN TRUSS AS SHOWN. O— REMOVE TEMPORARY EDGERAIL MENTIONED ABOVE AND RE—ATTACH TO KINGPOST OF CAP TRUSS WITH (2) 7/16" X 2-1/2" X 15 GA STAPLES. MISC NOTES FOR 5/12 HINGE SETUP f I 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 REOUIRED FOR. SITE CLOSE—OFF SUCH AS SHINGLES, SHEATHING, RIDGE BOARD, FASCIA, OUTLOOKERS. BOLTS, ATTIC VENTS, ETC... SHALL BE SUPPLIED BY THE FACTORY AND SHIPPED LOOSE WITH, THE UNIT. R[M90NS e0. I RENYD BY ' DATE DRAUNG HINGED ROOF CLOSE—OFF 12 oRAW er OAR TMB 7/3/02 R00f LOAD S-61.1 40 PSF SUZ,Lry 1 NO. C01077, Epp. 3-]I-2006 ��� ROOF SECTION AT TRUSS PROFILE FOR TRIPLEWIOE (FACTORY INSTALLED) 126 LEGEND, 4 ^4K -JJ') -SITE INSTALLED ITEM - SEE SHEET S-62 12 e "SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF". 65 1 1 FACTORY INSTALLED ITEM - SEE SHEET S-63 1 1 5 "FACTORY INSTALLED NOTES". 6 A G N RA NO S 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. C� 2 2. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. 3 E 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. ROOF SECTION AT DOUBLEWIDE TRUSS PROFILE dtAWNC -.__ HINGED. ROOF CLOSE -OFF 12 DRAW BY CR8 OAIE ROOF LOAD A 1-23-97 40 PS( S-61 TRIPLEWIDE INSTRUCTIONS + BOLT' AIOCE BEAMS TOGETHER AT MATING LINES PER EACH ENO of ROOF, INSTALL 2x6 No. -2 H.F. O © REQUIRED VENTILATION TO BE AT LEAST 1/300 OF THE ATTIC FLOOR 'SOX OAT 1 .OUTLOOKCRS AT 28' O/C WITH ONE OUTLOOKER OIREC•TLY SPACE. THE ROor VENTS MUST PROVIDE AT LEAST OF THF. INSTALLATION MANUAL SHEET S-11, DETAIL' *A'. NEX1,10 EACH SIDE OF, THE PEAK. EXTEND'ALL • REQUIRED VENTILATION AND AT LEAST 40X MUST BE PROVIDED BY 3/8' APA RATED 24/0 ROOF SHEATHING OVER OUTLOCKERS BACK TO THIRD' TRUSS FROM''ENOWALL, EAVE, SOFFIT OR LOW CABLE VENTS. A MINIMUM HEIGHT OF 1' UAPPLY UNSHEATHED SURFACES OF ROOF. FASTEN SHEATHING EXTEND OUTLOOKERS OUT PAST ENDWALL •TO MATCH MUST BE PROVIDED BETWEEN THE TOP OF THE INSULATION AND WIIH 6d NAILS Al 6' 0/C EDCES, PERIMETER AND FACTORY INSTALLED OUTLOOKER EXTENSIONS. FASTEN THE ROOF SHEATHING. OUTl00KER5 i0 TRUSS TOP. CHORD 1W 111 (2) No. 12' 0/C FIELD. 8x3' • WOOD SCREWS AT' EACH CONNECTION., O APPLY ROOF SHINGLES WITH UNDERLAYMENT IN ACCORDANCE WITH. z SHINGLE MANUFACTURERS INSTRUCTIONS SHINGLES AND ®APPLY 3/8' AAA RATED 24/0 ROOF SHEATHING OVER THE CAP BETWEEN SECTIONS Of 111E HOME. FASTEN , ® INSTALL CONTINUOUS 2x8 FASCIA BOARD TO ENDS OF UNDERLAYMENT SHALL BE INSTALLED TO CONTINUE UPWARD FROM OUTLOOKERS WITH (3) I6d NAILS AT. EACH-OUILOOKER• FACTORY APPLIED SHINGLES. SHEATHING WITH 6d NAILS AT 6' O/C EDGES, SPLICE FASCIA PER SET-UP,MANUAL DRAWING '5-16.'::, PERIMETER AND 12' 0/C FIELD. SECURE CAP TRUSS TO MAIN TRUSS PER S-61.1. CAP TRUSS HINGED TO MAIN 'TRUSS- VAAR .'NYLON STRAP ' ENABLING THE TRUSS TO FOLD DOWN INT•'ROOF CAVITY O ATTACH 2x3 EDCERAII PER 5-61.1. FOR TRANSPORT. � ..t tF[7ND• ®_SITE INSTALLED ITEM O INSTALL A MINIMUM OF SIX ROOF VENTSJ(O SQUARE INCH NET.OIIENING EACH) AT EACH SIDE OF RIDGE OVER B FACTORY 'INSTALLED 3/6' APA SHEATHING. a_FACTORY'INSTALLED ITEM CUT-OUTS IN FACTORY INSTALLED SHEATHING TO PROVIDE - ATTIC VENTILA110N. THIS DETAIL APPLICABLE TO WIND ZONE 1. 5/12 TRIPLE WIDE CENTER SECTION SETUP INSTRUCTIONS. #• HIIIC,IA.GFNFRAI O�/ NOTES' �. �•��Q o„t ^„ MIRRORED ON THIS SIDE, ,': 12 CRIB LISTED TRUSSES I. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER O � SITE INSTALLED AT 24' O.C. MAX. DURING DAMAGE ON UNROOFED PORTIONS OF HOME pURINC TRANSIT AND STORAGE. 2B4 OS S :� r i 2. ALL MATERIALS REQUIRED FOR SITE CLOSE -OFF SUCH AS TRUSSES. SHINGLES, SHEATHING, RIDGE BOARD. FASCIA, c f s /160 r �•'. FASTEN BOTTOM CHORD OF OUILOOKERS. BOLTS, ATTIC VENTS, VENT EXTENSIONS, y C I Ni CRIB 1RU55 10 TOP CHORD of TRUSSMAIN DI / WOOD FLASHINGS: ETC... SMALL OE SUPPLIED BY H80S MANUFACIURINC LP AND SHIPPED LOOSE WITH THE UNIT. ,..,W�Vt; "i gIhrw S 1gI1d10� 1 8MAX. 16 SCREWS 3. ALL FASTENERS EXPOSED TO WEATHER SHALL CHORDS MAY BE SLOPED BE CORROSION RESISTANT. 2p FOR DRAINAGE. PURPOSES 4. FOR HOMES WITHOUT 'ALTERNATE CONSTRUCTION' 1 DURING TRAIFSPORTAl10N. 2” MAX SLOPE. APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH THE HINGED PORTION OF RODE. 9 1;= 5, AT EACH END OF UNITS. FlELO INSTALL SIDING 6: TO MATCH TYPE THAT IS FACTORY INSTALLED ON MANUFACTURED HOME. INSTALL SIDING PER MANUFACTURERS INSTRUCTIONS WITH 8d CORROSIVE. RESISTANT NAILS AT 6' O.C. EDGES AND FIELD. O FEDEKAL MANNACILJOViD D Ort U HDUSIIIG COW i1RUCIlOM . ^ Q ARAIFIVRIANOARIIR .� h a 07 s0 I •f• •,7 � Q r t 5!19/2004 APPENDIX FOR SITE INSTALLED PEAK TRUSSES 40 PSF S-61 tea. 'TRUSSES cum n TM 0i0 4/23/04 — FACTORY INSTALLED LISTED MAIN 6.2'4" O.CI •'MAX'^ © { C L 0 S E — U P D E T A I L a+� �, d :, l ssll .:� . 'c '�f�rr,-)i... .s 17": . .^•t;Y' •. .. {•..•- !!}�yCTy:"Y" '^ �•.mv_A .r a "•-'. - -•ti. ., E.-..,^f••t. t'^nt �,y:','�'La��v9,a, ++•r l;��r^r t3-�_t'., ..i •�+.. .. � i 0 ROOF SECTION AT TAG UNIT TO MAIN UNIT A • r,rl;o�iia.Nnrnri�nclucn novmnu consrrKJclr>+r . q A'J+1rF1Y?IA1i+ArtOy JJ OT ONSITE INSTALLED ITEM - SEE SHEET S-62 U.O.N. G 'SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF'. 9 fa/zaQ� FACTORY INSTALLED ITEM - SEE SHEET S-63 U.O.N. 'FACTORY INSTALLED NOTES'. GENERAL N4379- ��Oa 1. FOR HOMES WITHOUT 'ALTERNATE CONSTRUCTION' APPROVAL. H° av= By oerz 0—SECURE CAP TRUSS TO MAIN TRUSS PER DETAIL FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL S-61.1 NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH THE HINGED PORTION OF ROOF. B — TOP CHORD OF TAG TRUSS SECURED TTOP CHORD FACTORY SHALL PROVIDE PROTECTION FROM WEATHER OC 2. OF MAIN UNIT TRUSS PER S-11 B OR C DAMAGE. ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE O— ROOF CLOSE UP PER S-31 DETAIL 3. ALL MATERIALS REQUIRED FOR SITE CLOSE -OFF SUCH AS OSITE INSTALLED PEAK TRUSSES — SECURE CAP TRUSS TO MAIN TRUSS PER DETAIL SHINGLES, SHEATHING RIDGE BOARD_FASCIA. OUTLOOKERS, S-61.2. BOLTS, ATTIC VENTS, ETC... SHALL BE: SUPPLIED BY FOR 5/12 • TRANSVERSE TAG TH ' E FACTORY AND SHIPPED LOOSE WITH THE UNIT. ' 12 mum By d� MISC NOTES FOR 5 12 HINGE SETUP B °"" eneio• S-61.3 ao SF r Fx ,ter. SITE INSTRUCTION .4 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 2x.8 FASCIA BOARD TO ENDS OF OUTLOOKERS WITH (3) 16d NAILS AT EACH OUTLOOKER. SPLICE FASCIA PER SET-UP MANUAL DRAWING "S-16". OAPPLY 3/8" APA RATED 24/0 ROOF SHEATHING OVER ENTIRE SURFACE OF SITE i 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. S' FOR CLOSE- OFF! TRIPLEWIDEINSTRUCTIONS '4 OBOLT RIDGE BEAMS TOGETHER AT MATING -LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL "A". OAT EACH END OF' ROOF, INSTALL 2.6 No. 2 H.F OUTLOOKERS -AT 28" 0/C WITH ONE. OUTLOOKER DIRECTLY NEXT -,TO EACH SIDE OF THE PEAK. EXTEND ALL OUTLOOKERS BACK TO THIRD TRUSS FROM .ENDWALL, EXTEND OUTLOOKERS OUT;_PAST ENDWALL TO MATCH FACTORY INSTALLED OUTLOOKER EXTENSIONS..FASTEN OUTLOOKERS TO HINGED TRUSS TOP CHORD WITH (2) No. 80" 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 UNSHEATHED SURFACES OF. HINGED ROOF, FASTEN SHEATHING WITH 8d NAILS AT 6" O/C EDGES, PERIMETER AND FIELD. 4b APPLY 3/8" APA RATED 24%0 ROOF SHEATHING OVER THE GAP BETWEEN SECTIONS OF THE HOME. -FASTEN SHEATHING WITH 8d NAILS AT 6" O/C EDGES, PERIMETER AND FIELD. O'INSTALL •A MINIMUM OF= I r^ V 1 V m T I N 6 1 A L 1 F n N n T C Q N —- %mC"C iAL NOTES. DOUBLEWIDE INSTRUCTIONS TRIPLEWIDE INSTRUCTIONS "^'' ' {• I. ALL MATERIALS AEOUIRED FOR -SITE CLOSE -OFF '' UTLdOKERSE BOLTS. ATITIG VENTS FLASHING, ETC... SHALL BE SUPPLIED BY GOLDEN WEST''HOMES AND SHIPPED LOOSE WITH THE UNIT. ❑ APPLY 3/8" MIN. ROOF SHEATHING TO HINGED A TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. APPLY 3/8" MIN. ROOF SHEATHING °TO 'HINGED ❑ TRUSS CHORDS PER- STRUCTURAL-,DRAWINGSIDING, No. 98.00: ©FACTORY D INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04.• INSTALLED SHEATHING UPC TO HINGED GANG NAIL PLATE PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND ONDERLAYMENT PER STRUCTURALONOERIAYMENT DRAWING No. 96.60 FACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 6 ❑ ' 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. 98.06 AND ., FACTORY INSTALLED SHINGLES. -AND PER STRUCTURAL DRAWING No. 96.60 FACTORY INSTALLED 2x8. FASCIA PER STRUCTURAL. DRAWING 96.03 -.OR 96.04 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 WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. 4. ALL FASTENERS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT. aFACTORY INSTALLED ,2x4 CONTINUOUS LEDGER FASTENED TO EACH TRUSS W/ (11 No. 8 x 3" WOOD SCREW. a FACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASTENED TO EACH .TRUSS W/ (1) No. 8 z.3" WOOD, SCREW. ' . r- 1. .' sir.. •f _i r•+ .. 4 .. ��}.i 'L � _ :' :f .. �e, !' r if,.q r` V +' ^ :�� I,i Fay. .:S + .. l: , _, .• ' NO. AfV= er OAT! mw nmimm ' ORAwm HNIG D ROOFHBnc FACTORY NSTAUM NOTES Manufacturing, O00 P . ORARM i er C� DATE I -I3-91 ROOF LOAD 40 PSF 8-63 N t •r• � P.S. i - 1 wt ' R L Valley Design and Printing 503-769-9863a •� -L-+ IM 3 PERMIT NO. 556-76P,E PERMIT EXPIRES OWNER James Drake CONTR. owner 59-093-19 LOCATION (A.P. SW corner Granit St & Slqway, Stirling City (UNIT #2) IT 1. Temp. Power Pole Called PG&E eme emp. Elec. Serv.----7-7—�K p. PG&E /Temp. Gas Serv. Called PG&E JOEB 2 _9 FINALED— (Date) (Signaturer COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECOkD BUILDING' Setbackc/- 2 Forms Main Bldg. Footings StemwaI I Slab Piers Stemwa I I Slab Footi Slab ison i Walls Reinf�'-Steel Bond Beam If ..�W Brown T� Finish Interior Lath Door Closer BUILDINq(Cont'd) Firewall Restroom Finish Windows Siding Roof Sheathing Roofing Fdn. Vents Garage Vents Insulation a Prov. for physically handica ed Conformance of ex. structure FIREPLACE Soil Piping 1st Floor 2nd Floor 3rd Floor To out Water Pi in �... Sewer Fixtures Water Htr. PLUMBING I Appliances t — Gas Piping & Test — �- _ Temp. Gas Sanitation ' Final ^� , ELECTRICAL Rough Fixtures Test Water Htr. Final Subpanels MECHA NICAL Grd. Fault Prot. Heating Service ?�, G — Cooling Temp. Pole Ducts Underground Final DATE REMARKS OR CORRECTIONS_ ,A (NOTE: An entry must be made on this form each time you visit the job site.) �c Final ,5- 2f 7�- ,,� ate- ll', A llbelc�� IL" Al 9. Electrical A. Is service large enough to provide adequate amperage to mobilehome (must equal rating of mobilehome with a minimum of 100 amp) and other facilities on lot, i.e., water pumps, garage, cabana, etc.? Ye SA No B. Is'there proper clearances around panels? Yes No C. Is power supply cord or feeder assembly properly fused? YesA No D. Is continuity test satisfactory as per the following procedure? Yes' No 1 De -energize electrical wiring sylst m of the mobilehome.. at the p estal. A42e sure that the power supply cord or feeder assembly conductors, enc uding neutral conductor, have been disconnected. 3. Switch all breakers and switches in the-mobilehome to the "on" position. 4. Connect one lead of a test. instrument to the mobilehome grounding conductor and apply the oilier lead to each mobilehome supply conductor, including neuCral. 5. All non-current., carrying metal parts of the mobilehome (aluminum siding, gas line, water line),, including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon' 'completion of the above procedure, the power supply cord or feeder.assembly conducaors.shall be connected to the site service equipment. A further continuity test `,hall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. 10. Is job card signed by Health Department for water and sanitation? 11. If everything ..okay, sign off card and tag services. MOBILEHOME DATA Manufacturer and/or Namestyle Length Width Vehicle Serial No. State Identification No. Additional;Information or Comments: sa A MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1: Is the mobilehome located -with required separation from lot lines and buildings and generally conform to.plot plan? Yes No 2. Does the mobilehome have required clearances above ground? (Sec 5085) Yes No ArNoeolt'gs Xln drt properly sized, spaced, and braced as per approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Ye No 4. Is the mobilehome level? (Sec. 5088) Yes% No .5. I ore than a single unit, are crossover connections properly installed? (Sec. 5088) s No 6. Water A. Is flexible connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes7k No B: Test - Does water piping withstand working pressure.or.50 lbs. air test? Yes No C.ckflow - If coach is not State of California approved, does station have backflow device an ressure-relief valve? Yes_ No / 7, "n-tes and Drains /V1 tr- � Is connection made wi0 1th Schedule 40 DWV and have flex connectors at each end? Yes_ No B. Does it have minimum J" per foot slope and is it properly supported? Ye s_Z No Weec��t�e—d /�jnage vimG��.�r�yiii dtem after running 3 -gallons of water througH each fixture including washing machine standpipe? Yes No D. f coach is not State of California approved, does station have required trap and vent? s No 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft, long? Note: All piping is to be at least as large as the mobilehome gas line inlet without reductions other than the mobilehome co nec or. Yes, B. est OK as per f hzlowing procedure? Yes No 1. Open all appliance connector valves. 2.. Shut off appliance burner and pilot valves. 3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz, ma�x%imum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without dro �� Connect gas meter to mobilehome with connector, turn n gas, est connections with soapy water. C. Are 411 appliance vents properly installed? Yesk No •i�sac.•f_r;�,fl^�..��.!-w�.s.'}�;�.r"'".�i+'7+''r:.�,4�±;�vi�y �t:w�'�v'r:.wfiz+"�,. �,'�=�'�wti.�:�0���%1.0 �.k'w E{F COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 t CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 51 under permit number for the following locfLttion: ,— _ . 16iiLc/-"'�2 C- _'%.--, L7',- Owner : Owner , J&�� M Owner's Address /-Ti x Mobilehome Mfg. Model `-- Year Insignia No. / �_.� - G f iSecrial­Nor'� It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works Date THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 5,14-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the abov -mentioned property for inspection purposes. -/ p 2 Si nature of Permitee or Agent eceipt No. I VQ ( 7Z White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIR OR OF PUBLIC WORKS BY Com— pate B`0-40*q-permit expires Date � M'Y BUILDING Owner `—�>"►C�S `Z14<< SQ. FT. OCC. BUILDING VALUATION Mailing Address P . ®, � �2 A � rte' �'`�h� Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ Building Address S N PLUMBING No. @ FEE PERMIT FILING FEE $3.00 lie. +M Each Trap 1.50 f ��- I v1 �j ! Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. %^(�� 3 ^ Zoning & Planning Gas piping system 1 - 5 outlets Each additional outlet .30 ees W—Cl Sa4Uatinn Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W Im rovements P Lawn sprinkler system 2.00 RId4 Pig— a^ -'a Parcel Approval Plans Approval Permit Fee $ i_3 I $ — NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No.1 @ I FEE PERMIT FILING FEE $3.00 �-Q Main service 600v OR LESS 5.00 100 AMP OR LESS Main service EA. ADD•L 100 AMP 2.50 OVER 60 Main service 100 AMP OR LESS 25.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD'L 100 AMP 1.00 NEW CONST DWELING OR A.D.S. ( ACCLBLDGS. OCCUP. &) 22sgft NEW CONSTR. MULTI.OUTLET NON-RESID. BRANCH CIRCUITS) 2.50ea '�f t� 1^ 1Q'� / v NEWCONSTF:L POWER�e NON-RESID (SINGLE OUTTLETTUSCIR.& CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name St le of: .. y Ex. Occup(OUTLETS OR FIXTURES)@250 BAL@1 Ex. OCCU FIXED APPLNS. OR P• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 1 am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑1 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so s to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the abov -mentioned property for inspection purposes. -/ p 2 Si nature of Permitee or Agent eceipt No. I VQ ( 7Z White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIR OR OF PUBLIC WORKS BY Com— pate B`0-40*q-permit expires Date � M'Y CROUNTY OF BUTTE - rF-P I IC�4T OF PUBLIC WORKS 7 County Center Drive - Oroville, California 96965 ��.� Telephone: 534-4541 u APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 '•� Date 9t2sts. Signature ofr ermitee or Agent eceipt No. /yl/flep . White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF BLIC WORKS By ^ Date_p_— i 7 B Iding permit expires Date �,lr_ %7 BUILDING Owner !�� ��- S Olt /Z C SQ. FT. OCC. BUILDING VALUATION Mailing Address 0 . Tele hone N Fireplace Contractor t3(\16Af3Va Total Valuation Mailing Address Permit Fee Plan Checki ng Fee &/or Penalty Telephone No. Permit Fee $ Building Address IPERMIT Wa4ww o/2 PLUMBING No. @ FEE FILING FEE $3.00 Each Trap 1.50 r 2 /, \ Is:l Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No.Gas Zoning &Planning piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fe 3an+tat+en Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA I Parking P ns Parcel Declaration Parcel Ma P 60' R/W Im rovements P Lawn sprinkler system . 2.00 d . Parcel A rovol Plans royal Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 y� �--� Main service i°o$ AMP OROR LESS5.00 ` Main service EA. ADD'L 100 AMP 2.50 Main service OVER 600V100 AMP OR LESS 25.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD•L 100 A41P 1.00 NEW CONS.OR ADDNST ( DACCLBLDGWELING OCCUP. &) 22sgft _ NEW CONSTR. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS) 12.50ea NEW CONSTR. (POWER APPARATUS & NON-RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name St le of: Y Ex. Occup(OUTLETS OR FIXTURES)LL29C BAL. N�1 Ex. Occup. FIXED APPLNS. OR P• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ • WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of I rkmen's Compensation Insurance. that in the performance of the work for which this Z� permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above( information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby L4� '- TOTAL PERMIT FEE $ ^ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 '•� Date 9t2sts. Signature ofr ermitee or Agent eceipt No. /yl/flep . White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF BLIC WORKS By ^ Date_p_— i 7 B Iding permit expires Date �,lr_ %7 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - `Orovilhz, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. XDat 3 -7 Signatuure�;of PPeermi/tee[sor Agent eceipt No. / White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR F UBLIC WORKS Z/ilding Date ?--y--74% permit expires Date BUILDING Owner�- -� v �S • � k C' . SQ. FT. OCC. BUILDING VALUATION Mailing Address Q. 30 5J lephone No. Fireplace Contractor ©��} �( t: �Z . Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ Building AddressPLUMBING waV �2�N/TCS ���` v ` No.1 @ FEE PERMIT FILING FEE $3.00 -- ach Trap 1.50 Repair drainage or vent piping 1,50 QST C7 1`7- Water piping -1-JT Q , _ _ �ii14n b'rri�ica ` Each gas water heater or vent 1.50 A. P. No. �'_ - 1 i �`Zo g Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 FeVI W. an •o Fire Dept. Fire Zone Use Permit Building sewer EQA Parking Plans Parcel Declaration parcel Ma P 60' R/W Im rove ents P Lawn sprinkler system 2.00 Bldg. c' �l Approval Plans Approval Permit Fee $ 3A $ - NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 - Main service 100 AMP OR00V OR LESS5.00 5 - Main service EA. AOD-L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service OVER 600V100 AMP OR LESS 25.00 Main service EA. ADD -L loo AMP 1.00 NEW OR ADDNST [DWELLING DACCBDGOCCUP, &) 20.sq ft NEW CONSTR. MULTI -OUTLET NON.RESID. BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS &) NON.RESID. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: 07 Ex. Occup(OUTLETS OR FIXTURES) BAL@104 Ex. Occu /FIXED APPLNS. OR P.\OUTLETS (RESID.) EA) 2.00 Temporary service- 10.00 Mobile Home Facilities 15.00 - — Y'cense No. Classification Misc. Wiring 6.25 ;nAI am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ — WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. 1 -have placed on file with the County of Butte a certificate of ❑ orkmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE _ $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. XDat 3 -7 Signatuure�;of PPeermi/tee[sor Agent eceipt No. / White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR F UBLIC WORKS Z/ilding Date ?--y--74% permit expires Date .3 , BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville,.CA. PHONE: 534-4541 - e MOBILEHOME INSTALLATION SHEET 1. Owner's name: �, 2. Installer's name: 3. Is the site currently under permit? Yes / No (If yes, furnish permit number � � ""�(© ) OR Is the site an existing.site? Yes / / No / (If yes, furnish two (2) plot plans.) 4. Will, the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes / / No ( If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- Amps 6. What is the mobilehome site service rating? --------------------- A0 6- Amps 7. What is the mobilehome site circuit breaker rating? ------------- Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Y No (If yes, identify the load and size: (Load) (Amps) �- 9. What is the mobilehome site gas pipe size? -=------------------� 10. What is the type of gas service? --------------------------; -- Natural T—/ LPG / 11. What is the -gas pipe length from meter or tank to.the mobilehome? (ft.) 12 What is the mobilehome gas demand? ---------------------- ;-------� (BTU) (This information not required if pipe length less or less than ,50.,ft. _.on. LPG. ) 6 ft. on natural gas MOBILEHOME SUPPORT DATA., O� _� Mobilehome Mfr. Setup Model No. l4 SS s Year Width 40 (ft.) Length -Expando `Size ---ft:%-' ft. (Draw support details below) . On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's inptiallation manual and structural setup sheets :(if. not .on file with the County of Butte). *If center piers are other than drawn above, draw in locations, spacing, and dimensions. . ....... Footings--(check.one) / / A. Wood :either pressure treated or :.... ;f dn:::grade.:..* 2..:Concrete pad. 3. Other, specify Supports (check one) 71' 1.I Concrete block 2. Concrete piers . Steel piers ...... 4. Other, specify j Typical Support Footing Size Max. Pier..... Spacing ' Max ,erhang BUTTE COUNtY BUILDING DEPARTMENT APPROVED 0 •s a PE�iMIT NO. 3554-76D,E PERMIT EXPIRES �. OWNER James Drake "CONTR. owner LOCATION (A.P. 59-093-19 ) :SW corner of Granite St. & Skyway, Stirling City " (UNIT #1) i+ Temp, Power Pole Called PG&E Temp. Elec. Serv. /Z,,/T) C Called PG&E _ Temp. Gas Serv. Called PG&E JOB FINALED (Date) (Signature) x 0 •s a PE�iMIT NO. 3554-76D,E PERMIT EXPIRES �. OWNER James Drake "CONTR. owner LOCATION (A.P. 59-093-19 ) :SW corner of Granite St. & Skyway, Stirling City " (UNIT #1) i+ Temp, Power Pole Called PG&E Temp. Elec. Serv. /Z,,/T) C Called PG&E _ Temp. Gas Serv. Called PG&E JOB FINALED (Date) (Signature) Setback Forms Main Bldg. .Footings Stemwal I Slab Piers Garage Footings Stemwa I I Slab Slab Patio Footi Masonry N Reinf. Bond Bi 5 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RE"CORD BUILDING BUILDING (Cont'd) PLUMBING r Firewall Soil Piping Parapets 1st Floor Restroom Finish 2nd Floor Windows 3rd Floor Siding To out Roof Sheathing Water Piping Roofing Sewer Fdn. Vents Fixtures Garage Vents Insulation Water Htr. Heaters Prov. for phsically handica e.1 Conformance of ex. structure Appliances Gas Piping & Test Tem .Gas Final Sanitation FIREPLACE I Final Footin Throat Final FIRE SPRINKLE Fixtures ELECTRICAL Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE -y REMARKS OR CORRECTIONS 10 GG�� �-� � ac.<.✓ -n �� GSC/ G / (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF, BUTTE[3EPARTMENT OF PUBLIC WORKS 7 County Center Drive j — OroviIIe, California 95965 �,. Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. r Signature of Permitee r /Agent Receipt No. _� ` ` ( I ' ` White-D.P.W. – Yellow -Assessor – Pink -Inspector – Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF VOBLIC WORKS B�yy?- Date �— Z— 7 ina permit expires Date BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address _3 ��/ ` Telephone No. 7 & Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee&/or Penalty Telephone No. Permit Fee Building Address PLUMBING No. @ FEE PERMIT FILING FEE J$3.00 3— rA{ A/ / '� Sx ch Trap 1.50 / L/ ,%1 �/+ ♦ epair drainage or vent piping 1.50 Water piping +-30' / �— UN i -F _&"74 Verification ach gas water heater or vent 1.50 A. P. No. j q- ©g 3 — 9 Zo—n Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fe Fire Dept. FireZone Use Pennit Building sewer 5„88 10 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W Improvements p ovements Lawn sprinkler system 2.00 Bldg. ns Recd rcel Approval Plans Approval Permit Fee $ �' �–� NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 �.. Main service 100 AMP ORV OR LESS5.00 Main service EA. AOD'L 100 AMP 2.50 Single Family El Duplex Mobil Home Others ❑ ❑ Main service OVER 600V 25.00 100 AMP OR Main service EA, ADD'L 100 AMP 1.00 0 AM NEW OR ADDNST ( ACCLBL GLING OCCUP. &) 20sgft NEW CONSTR. (MULTI -OUTLET NON.RESID. ( BRANCH CIRCUITS)I 2.50ea • NEW CONSTR. (POWER APPARATUS & NON.RESID. (POWER OUTLET CIR, CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES)@L2 101 Ex. OccUP•(OR FIXED APPLNS. OUTLETS(R EA) 2:00 Temporary service 10.00 Mobilezoome Facilities 15.00 License No. Classification �a Misc: Wiring 6.25 I am exempt from the Contractors License Laws of the State of Califomia '-Permit Fee • $ -23 — $ 3 r WORKMEN'S COMPENSATION INSURANCE ���, �<ad�. st►.. a •%-^ 1 am aware of the provisions of Section3700 of the California Labor ~ Code which requires every employer to b0insbred against liability for Workmen's Compensation.,t� `" + ❑ I have placed on file with the County of.Buttela certificate of .Workmen's Compensation Insurance. `' V^r 4LYJ I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. s MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT -FEE is — authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. r Signature of Permitee r /Agent Receipt No. _� ` ` ( I ' ` White-D.P.W. – Yellow -Assessor – Pink -Inspector – Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF VOBLIC WORKS B�yy?- Date �— Z— 7 ina permit expires Date T PERMIT-NO.4817-76B i 1 PERMIT EXPIRES OWNER James Drake CONTR. owner LOCATION (A.P. 59-093-19 ) SW corner Granite St. & SkyW, Stirling City S r til Temp. Power Pole Called PG&E '. Temp. Elec. Serv. _ Called PG&E Temp. Gas Serv. Called PG&E ' JOB FINALED (Date) > r (Signature) L 4 t S r til Temp. Power Pole Called PG&E '. Temp. Elec. Serv. _ Called PG&E Temp. Gas Serv. Called PG&E ' JOB FINALED (Date) > r (Signature) L COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD Footings Masonry Walls Reinf. Steel Footin Throat Final FIRE Fixtures Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORR CTIONS (NOTE: An entry must be made on this form each time you visit the job site.) PLUMBING T BUILDING BUILDING (Cont'd) Setback — Firewall Soil Pi ng Forms Parapets 1st F1 or Main Bldg. Restroom Finish 2nd FI or Footings Windows 3rd Flo r Stemwall Sidinci To out Slab Roof Sheathing Water Pip! Piers Roofing Sewer Garage Fdn. Vents Fixture:s::::A Footings • Stemwall Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handica e Conformance of ex. structure Appliances Gas Piping & Temp. Gas Slab J Final Cc 1 Sanitation Patio t` FIREP ACE Final Footings Masonry Walls Reinf. Steel Footin Throat Final FIRE Fixtures Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORR CTIONS (NOTE: An entry must be made on this form each time you visit the job site.) PLUMBING T COUNTY OF BUTTE —-DEPATMENT OF PUBLIC WORKS 7 County Center Drive Ori ville, California 95965 411 Telephone: 534-4541 APPLICATION AND PERMIT teF; 0 . c %101inty u! DULLe w cn(er upon [ne above-mentioned property for inspection purposes. X Dat Signature of Permitee or Agent C Receipt No. f to White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY �1 Date Building permit expires Date �59,4,�7�- BUILDING Owner o SQ. FT. OCC. BUILDING VALUATION J , Mailing A dress P, �,0ic7�3• Telephone Uo. Fireplace Contractor Total Valuation $` Mailing Address Permit Fee ^ Plan Checking Fee&/or Penalty Telephone No. Cir Permit Fee $J Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 /D w C c4lyt K. Each Trap 1.50 r, P&L -I G lT % Repair drainage or vent piping 1,50 �e �1 V AJ 1 C �+— Water piping 1.50 Each gas water heater or vent 1.50 q A. P. No. (^ Q�^ / Zoning &Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fe *< ` Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking PlaParcel Declar tion Parcel Map 60' R/W Lawn sprinkler system 2.00 Ap al �Impro�vements PI s�fS `Approval Permit Fee $ $ ' EW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No.1 @ FEE PERMIT FILING FEE J$3.00 Main service 1000 AMP ORV OR LESS5.00 r Main service EA. ADD•L too AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service OVER 600V 100 AMP OR LESS 25,00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. DWELLING OCCUP, & OR ADDNS. ( ACC.SLOGS. ) 20Sq ft NEW CONSTR. MULTI.OUTLET NON-R'51D, BRANCH CIRCUITS) 2.50ea - NEW CONSTR. POWER APPARATUS & NON -R ESID, (SINGLE OUTLET CIR, CONTRACTORS LICENSE LAW I am licensed under the provisions of. Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES)@2511 BAL@1 FIXED APLNS. Ex. Occup. ( OUTLETS P(RESID,)REA) 2,00 Temporary service 10.00 Mobile Home Facilities 15.00 License No.Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ WI have placed on file with the County of Butte a Certificate of orkmen's Compensation Insurance. j� I certify that in the performance of the work for which this LAItpermit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ FEEPERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee, $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ teF; 0 . c %101inty u! DULLe w cn(er upon [ne above-mentioned property for inspection purposes. X Dat Signature of Permitee or Agent C Receipt No. f to White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY �1 Date Building permit expires Date �59,4,�7�- SI EIPLAN _....... .. _ '1 : .. ... .............. }.....5......j...... }.....i...... j...... } t.. .. � � � .� �� ,� .Ips—JJa� •� gAya, l J�S ND ; CK COVE KSDE cEEDA � 36 • i. I L j... OPEN DECEE-r IN p'RE PERMIT c j _ EFA N G E V DI � GiH�r Yv`NtTNRSQVIR :....;. AND�N OMPL 1 i.....i. SNp, SECT,pON 0.6 O W� f GeC OC39 Q & Qr� QQ e - s c �•.�..=.�-'"`. _ BSc Y'� ', � - � '� - j O- jj ,.....:. -_ ....._ .... tea, . A _ -. �AiA o si-�--e� ar.k�n Flo �� CANNING -DIVISION - Padcl t M o other: Signature: -- -- Assessor's Parcel Number. . Owner Name . S�L-� eLe Address / Phone No. Site Location Contact: Name r ®— a ® a •— 9 FLI ® Scale: III= — Linda Mitchel tM Rpolinp Inctallatinns: (_5301 891-6719 ,. THE 2007 CBC, CMC, CPC, COMPLY WITH CDF/ CAL FIRE CEO, AND 2005 CALIFORNIA REQUIREMENTS PRIOR TO BUILDING ENERGY STANDARDS AS (DIVISION FINAL. CONTACT CAL FIRE / AMENDED BY THE JURISDICTION 'CALIFORNIA DIVISION OF FORESTRY ... APPLY TO THIS PROJECT. FOR INFORMATION FOR V REQUIREMENTS AND D INSPECTIONS. r - •.-- BUILDING 3 PERMIT# o ASSESSOR'B J 01)0 11 �•••••i PARCEL# 5 -- - - UTTE• COU N PY 'UN DING "'I"ASIOr APPR � �,./ a N OTE: PROPERTY OWNER IS RESPONSIBLE FOR DETERMINING LOCATIONS OF PROPERTY LINES AND EASEMENTS AND MAINTAINING REQUIRED SETBACKS FROM PROPERTY LINES AND EASEMENTS. A SURVEY MAY BE REQUIRED IF DETERMINED NECESSARY BY THE BUILDING OFFICIAL. L NOTE SITE CONDITIONS ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APPROVED PLANS: EXCESSIVE SLOPES EXPANSIVE SOILS 1 EXCESSIVE CUTS OR FILLS z( P N A --ROY ALTERATIONS TO NATURAL DRAINAGE ��OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS ;j7— CALIFORNIA CODE of REGULATIONS TITLE 25 REQUIREMENTS AS AMENDED RY THF .II_IPISDIr.TInN APPLY Tn THIS PRr].IFCT APPROVED PLANS AND ..;...;.....j... j...... :;.............. j....y.........j -_._._T gHAI I :IRF nN RITP FnP AI 1 IN)RPF_hTInniS ................«....... Zoning: General Plan Desig: Size, Acres GEN PLAN: 4.00'- USES: a ...... >'e v.0 C �-�� I,l�ar of ..... {.....I... ................... ..�.... ..:.�:........j. ....}. . .i.....j. ....... ....... ...... ....... «.................. ....}....{...j.....;...5..........:....{.....j......?.....{.. ............ .................... _................................ ...... ....... ....... . .j.. .5.. ............ ....... ......_........... ......................... .............. .._.....«...........«.....i Assessor's Parcel Number. . Owner Name . S�L-� eLe Address / Phone No. Site Location Contact: Name r ®— a ® a •— 9 FLI ® Scale: III= — Linda Mitchel tM Rpolinp Inctallatinns: (_5301 891-6719 ,. THE 2007 CBC, CMC, CPC, COMPLY WITH CDF/ CAL FIRE CEO, AND 2005 CALIFORNIA REQUIREMENTS PRIOR TO BUILDING ENERGY STANDARDS AS (DIVISION FINAL. CONTACT CAL FIRE / AMENDED BY THE JURISDICTION 'CALIFORNIA DIVISION OF FORESTRY ... APPLY TO THIS PROJECT. FOR INFORMATION FOR V REQUIREMENTS AND D INSPECTIONS. r - •.-- BUILDING 3 PERMIT# o ASSESSOR'B J 01)0 11 �•••••i PARCEL# 5 -- - - UTTE• COU N PY 'UN DING "'I"ASIOr APPR � �,./ a N OTE: PROPERTY OWNER IS RESPONSIBLE FOR DETERMINING LOCATIONS OF PROPERTY LINES AND EASEMENTS AND MAINTAINING REQUIRED SETBACKS FROM PROPERTY LINES AND EASEMENTS. A SURVEY MAY BE REQUIRED IF DETERMINED NECESSARY BY THE BUILDING OFFICIAL. L NOTE SITE CONDITIONS ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APPROVED PLANS: EXCESSIVE SLOPES EXPANSIVE SOILS 1 EXCESSIVE CUTS OR FILLS z( P N A --ROY ALTERATIONS TO NATURAL DRAINAGE ��OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS ;j7— CALIFORNIA CODE of REGULATIONS TITLE 25 REQUIREMENTS AS AMENDED RY THF .II_IPISDIr.TInN APPLY Tn THIS PRr].IFCT APPROVED PLANS AND ..;...;.....j... j...... :;.............. j....y.........j -_._._T gHAI I :IRF nN RITP FnP AI 1 IN)RPF_hTInniS ................«....... Zoning: General Plan Desig: Size, Acres GEN PLAN: 4.00'- USES: k, �I �IN; �43 a �t k � v w O [� z z L�tue O Q �-I t 'J v �ps I 0 0 0 0 Z W O Q w %- W (D Z .. a•� $ oo /8�� • 8 ZD � � 3�0 t w ` E m O m m eo a`�'ic p a.Q•o>o _H O -C �= c S c c &V 2 o m aci �i -u E •3 3 Nu3U ada SE ,u c o s Q °NU O l� Ntr- u t 3u d vCL G ETu t .. a•� $ oo /8�� • 8 ZD � � 3�0 t w ` E m O m m eo a`�'ic p a.Q•o>o _H O -C �= c S c c &V 2 o m aci �i -u E •3 3 Nu3U ada SE ,u c o s Q °NU O l� Ntr- u t 3u d vCL G ETu i / Y (f> 772:: S SF7.�iS �r .25 E!:/nra s - scyway Lv 13 L,ors Q --Delo TL-�s f'Oc/n/O �o�z�c-Y2 Zoe/ Tc. o..)N of 11P,[C C/7 -Y Sr2L 7 4 Sec. 28-TZ4N-2 4 E /,A- 17 -3z4 /.20.,/ SCALE- C'= SO, P/mac /-5 ze- z/. 0 \ IL. LS Z 780 IF; LICENSED sr p All utility connections shall be located within 4 ft. 0. BOX 671 PAPAOISE. Ct,,1JMRNIA Cw9F? outside the rear third section of the mobile home Y on the left (road) side of the mobile home. Ir t . plans anile'=dI at all• times t isu ges or alterations on sa on from the Department of Butte. erinls & Workmansh RAcognized GOO ;ribed for the S-peci Plumbing' & Machani rical Code. 3 ai /-)� r 4� O 3 = is � I 0 40 . 5.o S\IC 0 O e So} g� Yltsgrono pe, it• �e r P ^#®rlin c / i.6 ovet� v• r.. abL" and \ R5eO t c systeR` ea.. DeP Ci0Ur{y \, ,e /¢o 5 � Fp!/Np / /20^/ Pi PG fiT SGivT� STS iN® / Y (f> 772:: S SF7.�iS �r .25 E!:/nra s - scyway Lv 13 L,ors Q --Delo TL-�s f'Oc/n/O �o�z�c-Y2 Zoe/ Tc. o..)N of 11P,[C C/7 -Y Sr2L 7 4 Sec. 28-TZ4N-2 4 E /,A- 17 -3z4 /.20.,/ SCALE- C'= SO, P/mac /-5 ze- z/. 0 \ � z SEN o TES SET 3/4• /.�o.•i P/� LS Z 780 LS 3634 LICENSED A p All utility connections shall be located within 4 ft. 0. BOX 671 PAPAOISE. Ct,,1JMRNIA Cw9F? outside the rear third section of the mobile home PI -I. IPI.61 877-470:' 417e-0 70 on the left (road) side of the mobile home. BUTTE COUNTY BUILDING DEPARTME APPROVEC PLAT OF SuzVcv �o Iz Lv 13 L,ors 1 z, 13 ¢ l4 BLL ! Zoe/ Tc. o..)N of 11P,[C C/7 -Y Sr2L 7 4 Sec. 28-TZ4N-2 4 E /,A- 17 B.M JuNc, i a- THIEL E LIPPINCOTT. GARY T. LIPPINCOi7 LS 2790 LS 3634 LICENSED LAND SURVEYORS 10?7 BILIS ROAD P. 0. BOX 671 PAPAOISE. Ct,,1JMRNIA Cw9F? PI -I. IPI.61 877-470:' 417e-0 70