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B16-2727 058-650-001
BurrE . e-nI N•nt DEC 15'.2016 DEVELOPMENT SERVICES e d 117 TYPICAL COLUMN CONFIGURATION -S LA MARRIAGE LINE SEE NOTE 2 SEE NOTE 2 SEE NOTE 2 MARRIAGE LINE uuu �ci cuu� e, U NOTE:. �� �, r 1) MIN. #8x4" WOOD SCREWS ® 16" O.C. EITHER FASTENING: LOCATION AS SHOWN IS ACCEPTABLE. CALC. AEF.: 2) IF POST IS CONSTRUCTED FROM 2x4 OR GREATER USE TOE SCREW LOCATION. PFS Corporation madisOn, W1 -i F$ 2 4 1996 HUD Manutactureo Home Construction & . Safety Standard PALS! HARBOR HOMES, INC. 15301 Dallas Parkway, Suite 800. Dallas. Texas 75248 nnF- f °ATt, 2/12!98 "OPTIONAL" REYISEC: MARRIAGE LINE CLOSE-UP .APPLICATION PAGE NC. PA -20 -IM -4 TOTAL P.03 lk,iili■:r,i��l��i;�� Optional Upgrade Exterior 11 Palm Harbor Homes MODEL 4P358A4 APPROXIMATELY 11566 SQ. FT. Butte County Building Division MANUFACTURED HOME SUPPORT DATA Owner's name: 111p 1 ��ia,�� iG,Tt�a Home ^ Manufacturer: WAA JAIX r t a Model Number/ Name: P Width:_ (ft.) Length: 5'8 (ft.) FOOTINGS: Wood - pressure treated or foundation grade [ ] other: SUPPORTS: Concrete block [,other: [ ] A.P `#hS 9 -(�D -651_ Manufacture Year: Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. BUTTE COUNTY DEC 15'.201 DEVELOPMENL SERVICES 816-a777 Pier Footing Sizes and Locations ....1 SINGLE WIDE ,.�� .,��0 MULTI -WIDE Line1 -------------------------------------- �__ Line 1 Line 2 Section 1 `w`� , Line 2 Line 1 �y------,�� ==? =--- Line 3 �-� ------------------------------------------------------------- Section 2 Line 2 -------------------------------------------=------------------ Line 4 (triple wide only) Section 3 Line 2 Line 1 Piers: Minimum size piers: Spacing maximum: Fron'ends maximum Line 2 Piers: Minimum -size piers: Spacing maximum: ends maximum: 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): Snow Load: Q— psf [ ] X [ ] Snow Load requirements may be obtained at ' http://sk.chicomapworks.com/ Insert AP #, view snow.load in lower right corner. Line 1 Openings: X [ a J Minimum size pier [ ] X [ ] Required at each side of openings over From t wide. K:\NEW_WEBSITE\Building\Building Forms & Documents\2014\2014 Forms - Completed\DBP\DBP- 52_MH_Support_Data_20090814. docx Page 1 of 1 /—, 7p, Cv/� FORNIA E OF SI E PLAN REGIULLATIONSODTITLE; 25 gum P 51a � AVO y�C H t a n► r1k L IJ c- - C®FButte County Fire AN newbuldhp In SRA are required to have: FuflEy encbaed nancon bustibte eaves on entire stnutt Gufer screens to prevent accumulation of leavesldAb Corrosion resistant„ nmx*mbustft, i/a" maximurnopuft :...ref .. . _. .. . _ ao at c vea .--•-•=-•---- •--.; ..:__ ..:.. t ............. _------------ ________.._._..___. REQUIREMENTS AS AMENDED BY THE JURISDICTION APPLY ....... :...... :_.....:...... .......:........___. ; TO THIS PROJECT ` ¢ se,rb„tik 30. SRt�► 51 A -ZO L3 1 THE 26W;L1 CBC, CMC, CPC, 7X11 2=4 CEC, AND 2005 CALIFORNIA ENERGY STANDARDS t AS AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT taickmw.?ar"P1, ` 4'7J 03500 '(yr(ov- ,4�rl;Q� �DuiPQ 0,- C_ Assessoes Parol Number: [a E ® — 0 0 1-01 — U 0 0 Scale: 9" = 13-s Owner Name _Z Addraass I Phene No. L- iAae J Pt I N e Site -Location Contact: Name gd r ie_ Phone i gVILo1.4 q Y(rt x G,,46 — SKIRTING REQUIRED FOR See attached— Minimum erosioncontroland sediment controls for projects disturbing less than one acre APPROVED PLANS AND PERMIT SHALL BE ON SITE FOR ALL INPECTIONS 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. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR - CODE COMPLIANCE DATF- - BY. rte.�- j All Covered decks and open decks exceeding 36 square feet in area will. require a building permit lj I MANUFACTURED.HOMEI DECKS AND PORCHES ...... _..... ............ .................. NOTE SITE CONDITIONS T EE ATTACHED- WFORNIA HCD INFORMATION JLLETIN 2009-003 (MH) IGNITION- =SISTANT CONSTRUCTION ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APPROVED 17 ® ZOn PLANS: d� ® EXCESSIVE SLOPES s'} ® Gest EXPANSIVE SOILS EXCESSIVE CUTS OR FILLS SiZE ALTERATIONS TO NATURAL DRAINAGE I--- OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS PROVIDE FOR ALL - ADJA.CENT PARCELS SIZE (AC): 7ONWG: GEN PLAN: USES: �uTrF BUTTE 'COUNT`( o > o DEPARTMENT OF DEVELOPMENT SERVICES. o BUILDING PERMIT APPLICATION* e o Phone: (530) 538-7601 Fax (530) 538=7785 Website: wvnu.buttecounty.netidds, ON Paym=ent of Fees required at TI -me of Application PLEASE PRINT CLEARLY �"; P, ROPERTYQWNER't INFORMATION# Last Name BIN NO:' First Name _ Mailing Address t...rQ 19 l .�. Mailing Address State ch Po Phone City state Zip _ pp CiA. 19 61 a!7 Phone Fax below to see Manufactured Home Alterations and Permit Guidelines at Email t Email ' Cell 101 ct P( ck PERMF r l Name Name BIN NO:' t Mailing Address t...rQ 19 City _ State ch Zip Li 5C11V1.1 Phone t✓ Fax _ Epa[Lp _ Cell License No. Nl Class PERMF r l Name First Name BIN NO:' t Mailing Address 19 � C State City to Zip htta:ii sk.chicomaoworks.com% CA �tS Phone Fax CO Nl , below to see Manufactured Home Alterations and Permit Guidelines at Email t Cell ^� ,v e A State License No. PERMF r l Last Name First Name BIN NO:' t Mailr Address 19 City State Zip ' ut\r- 0, htta:ii sk.chicomaoworks.com% Phone Fax E it 'l Cell CO Nl PERMF r l FORM NO APN oss- BIN NO:' .~IIt M-OkPRWEC_DWgATION&�r °? p APN oss- ©-oo I -Doo Property Addre 19 INe City tocation must not be in the city limits of Chico, Gridley, Oroville or av-0 V Paradise, click below for parcel information htta:ii sk.chicomaoworks.com% W-,��6*nZ—WORKEW%COM PENS ATI OWA NGZWEAW Policy Number Cartier If hiring other than a licensed contractor, a certificate of worker's compensation must be shown at the time of permit issuance OStructure Bulk without permits TOTAL SQ:' e (06 Proposed Change of Occupancy/Use - Note previous/current use below: Zoning: $ — aO Flood Zone: SRA YES NO NPDES YES NO Code Ent OyeS D10 Legal Lot ❑YES []NO Occupancy �• Type Construction � 14T, PUC TASIGNATUREgANDbATE °fi t { Date: P it Tech: Date: Pri a e: J- t `When filed, this application and all supporting matenal,becomes subject to the C is P blic Records ct A I public information related tot s apPli 'on is subject to public inspection and will be posted on the County's website for electronic access y K:/Forms/Building Forms/Building Permit Application 1109 Name Mailing Address City State Zip « DESCRIPTION30R SCOPE OF-IWQRK�!T(, %-V4'" D Mobile Home permits (other than installation, foundation, utilities 8 non-attached Z structures) are issued by the State. Tell staff if this permit is for a Mobile Home. Click , below to see Manufactured Home Alterations and Permit Guidelines at I.-- .hed.ca a✓/codeshmh•)/HCD hone: (91M 255-2501 Is this a ManufacturedlMobile Home (circle one Yes I No V1 JOB�VACUATION `-(Eirte`r raiue "ot labor'`lrelud'rny.r ' reyu Y+7Ys'afr:=..••- Y...•.s�- a..w r h .1 "`4 � /� "%us Q iiareonr3•actea` plmateriaais'eharge)(.?. <:* •,+. �� / VQ Living Area: Garage: Open'Area: Covered Area: hh V OStructure Bulk without permits TOTAL SQ:' e (06 Proposed Change of Occupancy/Use - Note previous/current use below: Zoning: $ — aO Flood Zone: SRA YES NO NPDES YES NO Code Ent OyeS D10 Legal Lot ❑YES []NO Occupancy �• Type Construction � 14T, PUC TASIGNATUREgANDbATE °fi t { Date: P it Tech: Date: Pri a e: J- t `When filed, this application and all supporting matenal,becomes subject to the C is P blic Records ct A I public information related tot s apPli 'on is subject to public inspection and will be posted on the County's website for electronic access y K:/Forms/Building Forms/Building Permit Application 1109 y i Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive . T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 5301.538.7785 DEVELOPMENT SERVICES Building Permit Checklist Name: KUKRAL WILLIAM J ` Location: 79 HIDDEN MINE RD, YKH Assessor's Parcel Number: 058-650-001 Permit Number: B16-2777 -1. 3 copies site plan _ -2. 3 sets building plans 3. 1 set energy calcs (if applicable) 4.' 4 set truss calcs (if applicable) 5. 1 set structural calcs (if applicable) 6. Intake Packet a. signed permit application b. owner builder (if applicable) � c. notice to builders d. fee summary e. fire handout 4 f. NPDES form g. data sheet 7s h. PW Notification for 26-12 i. Hazardous Material Form (commercial) j. Accessibility Worksheet (commercial) X k. Plan Check Sq Ftg Verification 7. Flood Certificates (if applicable) - 8. 9: 10. Completed by: Date: i I Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 - Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 KUKRAL WILLIAM J RE: 058-650-001 Permit No: B16-2777 To meet the requirements of Butte County Code Section 26-12 (available on line at http://municipalcodes.lexisnexis.com/codes/butteco ), one or more of the following may be required before a building permit can be issued for the above referenced project. The construction of curbs, gutters, sidewalks or walkways, public roads, proper access from public roads, and drainage facilities; Dedication of any necessary rights of way; and For commercial or industrial uses or for multiple living uses having three (3) or more living units per parcel, the construction of an enclosure for containers used to hold solid waste and/or recyclable materials for collection. Requirements prior to issuance of building permit: Submit sufficient information to the Land Development Division of the Public Works Department, 7 County Center Drive, Oroville, CA 95965, that demonstrates compliance with County Code Section 26 -12. If construction plans and/or engineering analysis are required, submit information in duplicate in accordance with County Improvement Standards (available on line at http://www.buttecounty.net/publicworks/divisions/landdevelopment/impstd.html ) with a minimum plan checking deposit of $690.40. r Important Note: - If improvements in' compliance with County Code Section 26 12 are required, any construction plans and/or engineering analysis must be reviewed and approved by the Land Development Division of the Public Works Department prior to construction of the improvements and the required improvements must be constructed, bonded, or guaranteed with a deposit of an in lieu fee prior to issuance of this building permit. The process can require significant time and must be completed prior to issuance of the building permit. If you have any questions, plea contact the Land Development Division at (530) 538 7266, Monday through Friday, 8:00 a.m. to 4: p.m. I have read and und7rstand th above requirements: Signature: AIV Date: 12/15/2016 Butte County Department of Public Works DENNIS SCHMIDT, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538 7266 Telephone (530) 538 7171 Fax PUBLIC WORKS 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: B16-2777 Date: 12/15/2016 Location: 79 HIDDEN MINE RD By: JMD Parcel Number: 058-650-001 Sub Type: SFD-MOBILE HOME PFS Owner Name: KUKRAL WILLIAM J Phone: 5308911555 Description: MH (1566) 2ND DWELLING 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. Signed Date 12/15/2016 Title Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 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: - Make sure your application is complete. - 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 (per Butte County Code Chapter 26, Article 1, Section 263.1). A permit may be renewed (for a fee) prior to expiration a maximum of two (2) 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. The current refund processing fee is $127.00. 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 htt2:Hmunicil2alcodes.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. Permit Number: B16-2777 Parcel Number: 058-650-001 Location: 79 HIDDEN MINE RD, YKH Owner Name: KUKRAL WILLIAM J Description: MH (1566) 2ND DWELLING Date: 12/15/2016 Phone:5308911555 Signature of Applicant: Ln / y I // Date: 12/15/2016 DEVELOPMENT SERVICES Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 PERMIT APPLICATION DATA SHEET Reference Number: B16-2777 Date: 12/15/2016 Location: 79 HIDDEN MINE RD By: JMD Parcel Number:,058-650-001 Sub Type: SFD-MOBILE HOME PFS Owner Name: KUKRAL WILLIAM J Phone: 5308911555 Description: MH (1566) 2ND DWELLING 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 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 (form will be available after plans have been reviewed by building department) ❑ 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, 1875 Feather River Blvd, Oroville CA 95965 — 530.533.2011 �t7 Paradise Parks & Recreation, 6626 Skyway Road, Paradise CA 95969 — 530.872.6393 SCHOOL DISTRICTS (form will be available after plans have been reviewed by building department) ❑ Biggs Unified School District, 300 B Street, Biggs CA 95917 — 530.868.1281 ❑ Chico Unified School District, 1163 East 7th Street, Chico CA 95926 — 530.891.3006 ❑ Durham Unified School District, 4920 Putney Drive, Durham CA 95938 — 530.895.4675 ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 — 530.846.4723 ❑ Marysville School District, 1919 B Street, Marysville CA 95901 — 530.741.6000 ❑ Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 — 530.532.3000 ,' Oroville Union High, 2211 Washington Ave, Oroville CA 95966 — 530.538.2300 Ext: 105 ❑ Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 — 530.872.6400 OTHER Recorded copy of Agricultural Acknowledgment Statement - See Attached Instructions 0 City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 — 530.868.5447 ❑ FEMA Flood Elevation Certificate (required within 48 hours or permit will be placed on hold until received) ❑ 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. I Signature of Applicant:_ ✓/ / l/1 /1 Date: 12/15/2016 r Butte County Fire Department Fire Prevention Bureau Residential Building Requirements 176 Nelson Ave, Oroville, CA 95965 530.538.7888, 530.538.2105 Fax 530.538.6226 Inspection Line Permit Number: B16-2777 Date: 12/15/2016 Location: 79 HIDDEN MINE RD By: JMD ' Parcel Number: 058-650-001 Sub Type: SFD-MOBILE HOME PFS Owner Name: KUKRAL WILLIAM J Phone: Description: 79 HIDDEN MINE RD To meet the requirements of Government Code section 51182, Butte County Fire department requires a pre -construction inspection to provide the below building and site requirements to the property owner. Your property is located within the Butte County Fire Departments response area and must meet the below requirements: ❑ Public Resources Code 4290 (emergency access, signing/addressing, fuel modification standards) ❑ Public Resources Code 4291 (defensible space) ❑ California Fire Code LPG tank protection ❑ Butte County Improvement Standards Requirements prior to scheduling the pre inspection: Full plan submittal to Butte County Development Services Building Division To request an inspection call 530.538.6226; this is Fire Prevention Bureau's recorded inspection line; you will need the information at the top of this page. Inspection request that come through any other phone numbers will cause a delay in processing your permit. For the pre inspections, the property owner or authorized agent (contractor) is required to meet the inspector at the construction site. have read and understand the above pre inspection requirements. Signature: Date: 12/15/2016 Description: MH (1566) 2ND DWELLING Type: RESIDENTIAL Subtype: SFD-MOBILE HOME PFS Status: UNDER REVIEW Applied: 12/15/2016 JMD Approved: Parcel No: 058-650-001 Site Address: 79 HIDDEN MINE RD YKH,CA Subdivision: Block: Lot: Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $151,635.78 Occupancy Type: Construction Type: V -N Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 1 DESCRIPTION Details: 3 BEDROOM CITY AMOUNTPAID RECEIPT # Printed: Thursday, December 15, 2016 2:25:33 PM 1 of 4 j?w-1YS7EMS 7PAIDDATE CLTD DESCRIPTION ACCOUNT CITY AMOUNTPAID RECEIPT # CHECK # METHOD PAID BY BY MH/MF CRIMINAL 0010-4402300-422000 1 $4.60 $0.00 JUSTICE 12 2% ADMIN MH/MF CRIMINAL 5205-52050000-462000 1 $225.40 $0.00 JUSTICE 12 98% MH/MF FIRE 12 2% 0010-4402300-422000 1 $10.80 $0.00 ADMIN MH/MF FIRE 12 98% 5223-52230000-462000 1 $529.20 $0.00 MH/MF GNRL GOVT 0010-4402300-422000 1 $9.20 $0.00 CW 12 2% ADMIN MH/MF GNRL GOVT 5201-52010000-462000 1 $450.80 $0.00 CW 12 98% MH/MF GNRL GOVT UA 0010-4402300-422000 1 $8.40 I $0.00 12 2% ADMIN r MH/MF GNRL GOVT UA 5206-52060000-462000 1 $411.60 $0.00 1298% MH/MF HEALTH & SS 0010-4402300-422000 1 $1.60 $0.00 12 2% ADMIN Printed: Thursday, December 15, 2016 2:25:33 PM 1 of 4 j?w-1YS7EMS ' CLTD DESCRIPTIONF ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY MH/MF HEALTH & SS 5207-52070000-462000 1 $78.40 $0.00 1298% MH/MF LIBRARY 12 2% 0010-4402300-422000 1. $3.60 $0.00 ADMIN MH/MF LIBRARY 12 5212-52120000-462000 1 .'$176.40 $0.00 98% MH/MF SHERIFF 12 2% 0010-4402300-422000 1 $15.80 $0.00 '- ADMIN MH/MF SHERIFF 12 98% 5222-52220000-462000 1 $774.20 $0.00 MH/MF TRNSPRTTN 12 0010-4402300-422000 1 $14.80 $0.00 2% ADMIN - MH/MF TRNSPRTTN 12 5215-52150000-462000 *1- $725.20 $0.00 a 98% MOBILE HOME JAIL 5202-52020000-462000 0 $372.22 $0.00 FACILITY ` Total Paid for CFIFR MOBILE HOME/MULTI-FAMILY 12: $3,812.22;' =• $0.00 DB CA SB1473 100 DBCP 1 0010-4402400-422000 1 0 $7.00' $7.00 12/15/16 B017942 1925 CHECK KUKRAL WILLIAM JMD Total Paid for DB CA SB1473 100 DBCP: $7.00 $7.00 DB CA SMIP RES 100 0010-4402300-422000 0 $19.71 $19.71 12/15/16 8017942 1925 CHECK KUKRAL WILLIAM JMD DBCP Total Paid for DB CA SMIP RES 100 DBCP: $19.71 • $19.71 DBMSC TECH INVST FEE 0010.4403000-422000 0 $6.34 $6.34 12/15/16 B017942 1925 CHECK KUKRAL WILLIAM JMD - R OCC 09 D CPAA Total Paid for DB TECHNOLOGY INVESTMENT FEE: -$6.34 $6.34 DBEH BUILDING 0021=5400000-461199 0 $105.00' $105.00 12/15/16 B017942 1925 CHECK KUKRAL WILLIAM JMD REVIEW FEE PH EH Total Paid for DBEH BUILDING REVIEW FEE PH EH: $105.00 $105.00 • J v • " ,Printed: Thursday,'December 15, 2016 2:25:33 PM.' 3 of 4 • ' .. a _ ` i' - ..i_ . r t CRNI SYSTEMS v w _ `METHOD~ CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # PAID BY BY DBFIRE FIRE FINAL ' INSPECTION RES 09 F 0010-1401000-461901 0 $0.00-,$0.00 , REGSVCSDIV Total Paid for DBFIRE FIRE FINAL INSPECTION RES 09 F • `_ $0.00 $0.00: t REGSVCSDIV: DBFIRE FIRE PRE PLNCK/INSP RES F, 0010-1401000-461901 0 $228.00 $228.00 12/15/16 B017942 1925 CHECK - KUKRAL WILLIAM JMD REGSVCSDIV Total Paid for DBFIRE FIRE PRE PLNCK/INSP RES F' �. $228.00 $228.00 r REGSVCSDIV:. DBMSC DEED ' RESTRICTION 09 DB _ 00.10-4402300-422000 I`'1 $127.00 $127.00 12/15/16•: B017942- .1925 CHECK KUKRAL WILLIAM JMD CPPC Total Paid for DBMSC DEED RESTRICTION 09 DB CPPC: _:$127.00 $127.00 .: s r DBMSC FIRE SAFE STANDARDS REVIEW 09 0010-4402300-422000 0 $127.00: $127.00 '.12/15/16 B01_7942' 1925'• CHECK KUKRAL WILLIAM. JMD -DBCPPC Total Paid for DBMSC FIRE SAFE STANDARDS REVIEW 09 DB ' .' $127.00 $127.00 CPPC: DBMSC GEN'L PLAN MAINTFEE MISC 0030-4401200-461901 0 $28.53 $28.53 12/15/16 6017942 1925 CHECK KUKRAL WILLIAM JMD PRMTS 09 DPADV Total Paid for DBMSC GEN'L PLAN MAINT FEE MISC PRMTS $28.53 $28.53 ` 09 DPADV• DBMSC MOBILE HOME ' - INSPCTN FEE .6 09 DB' 0010-4402400-422000' 0 , _ $380.40 $380.40 12/15/16 B017942 1925 CHECK KUKRAL WILLIAM JMD CPINSP h R Total Paid for DBMSC MOBILE HOME INSPCTN FEE .6 09 DB $380.40 $380.40 �. - CPINSP: �' z v • " ,Printed: Thursday,'December 15, 2016 2:25:33 PM.' 3 of 4 • ' .. a _ ` i' - ..i_ . r t CRNI SYSTEMS • r �_ o Imo.^/1 Permit Fee Details- Y . • nue C� �rqyjl Butte County `� • C A l I F O Q N I A DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # ' CHECK # METHOD _ PAID BY CLTD BY ` DBMSC MOBILE HOME PLAN CHECK 09 DB 0010-4402100-422000 O. $253.60 _ $253.60 .12/15/16 B017942 1925 ' CHECK KUKRAL WILLIAM 1MD T CPPCK Total Paid for DBMSC MOBILE HOME PLAN CHECK 09 DB CPPCK: $253.60 $253.60 , DP PLANNING _ CLEARANCE FOR 0010-4401300 461901 0 ' $81.50 `t $81.50 12/15/16 B017942 1925 CHECK_ KUKRAL WILLIAM JMD - PERMITS 09 DPCUR Total Paid for DP PLANNING CLEARANCE FOR PERMITS 09 $81.50 E - $81.50 ' `:DPCUR: TOTALS:." .08 _ At the time of permit applic tion, I w advised the above fees are required prior to issuance'of the permit. These fees may change during the , plan checking process. F Signature: Date: 12/15/2016 _ ❑ I would like to defer the required impact fees as note-d�Within this fee summary �until'prior to Final Inspection. I further understand that I am required to pay the requested deferred impact fees as noted within this fee summary, before I am allowed to schedule a Final Inspection. I will'not be allowed to occupy the permitted structure until a final inspection has been performed and approved after all fees have been paid. ; Signature: Date: 12/15/2016 " ° 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(x). ' t• t „ (• �• _f *' .I "}. w;s',•r 1` `. 'may ,{ - •. � '' 1 " ., •T~ f'rf • ' Printed: Thursday, December 15, 2016 2:25:33 PM ,,; C] 4 of 4 (r ? SYSTEMS Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/cIds Oroville, California 95965 F: 530.538.7785 PLAN CHECK SQUARE FOOTAGE VERIFICATION Permit Number: B16-2777. Owner's Name: KUKRAL WILLIAMJ Assessor's Parcel Number: 058-650-001 Date of Application: 12/15/2016 Square Footage Verification ` No Change:_' NOTES: Verified By: ( Date: - /3 - C7 (Plan Check Signature) Confirmed TRAKiT Updated by: Date: At Application: Change To: Living Area 1566 arage Area 0 Covered Area 0 Open Area 0 Other U No Change:_' NOTES: Verified By: ( Date: - /3 - C7 (Plan Check Signature) Confirmed TRAKiT Updated by: Date: �e1131(e--jc 6c—eWc�CL �urr� Butte County Department of Development Services FORM NO '• ,` .r.,,;+�' PERMIT CENTER -' r� •couu� 7 County Center Drive, Oroville, CA 95965 DBP -06 Main Phone (530) 538-7601 Fax (530) 538-7785 www.butlecounly.net/dds PLAN CHANGE, RECHECK, OR RETURN Owner's Name: Contact Person Name: Contact email: �IAe f eo1�G�H�r �• e.0 /U - Contact Phone Number:.536- - JaS Date Submitted: Permit Number: -%- I Assessor's Parcel Number: 5S-65-0 -Dr-�f o. COMPLETE SET OF PLANS d PARTIAL SET OR PAGES OF PLANS (LIST PAGES BELOW) "L 11tS • Si -%'G "'1 Teo vie! , e I(s- vcr i l `j -r4 rs cG I c, R r& Yo,« lis Please check any that apply: ("Response to Plan Check Letter? ❑ Response to Building Inspection Correction Notice? ❑ Is there additional, square footage? ❑ Is unfinished area being in -filled or completed? ❑ Other: - LIST OF ITEMS SUBMITTED 2. 3. 4. 5. Minimum 1 hour plan.change fee to be collected at time of submission. Plans Examiner will determine if additional plan checking fees are required: ❑ Minimum $127.00 paid ❑ Additional Fee Amount Due: K:\NEW_WEBSITE\Building\Building Forms & Documents\2014\2014 Forms - Completed\DBP\DBP- 06 Plan Change_Form_REV'D_8.13.14_AKM.doc Page 1 of 1 Assessor ParceI Number: 058 Butte County Department of.Development Services TIM ,S�N . E L GS i DIRECTOKf. PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 Of1i q8 (530) 538-778.5 Fax www.but6q6uaV.ng,-- I - -d KUKRAL WILLIAM J PO BOX 4336 Mf'n 'CA GCO17 • -650-001 Building Permit Number: B1.6-2777 Plan!Checkfl Description: New Manufactured Home Occupanc y Classification: R-3 Fire Sprinklers: No' Building Area: 15166 Sq FT - Thank you for submitting permits for your building project. The permit documents have been reviewed and comments are listed below. Please respond in writing to each comment. Complete and clear responses will expedite the d approval of this project. Please provide two revise(f-l', response. pro] ����wi sp GENERAL COMMENTS: Please -reference the_nlans the 2013 California Residential Code (CRC), 2013 California Plumbing Code (CPC), 2013 California Electrical Code (CEC), 2013 California Fire Code (CFC) and 2013 California Green Building Standards Code Please provide a.§cUe qtV Work on the plans. Provide a brief dgscription of the project and(ii�y dg and or exterior landinRs with stairs. NON-STRUCTURAL COMMENTS: 4rplease specify the following on theite 1 it relates to the electrical: Service size (amperage) Overhead or underground feeders Size and type of feeders to the new home Location of electrical disconnect within 30' of the home Please specify the ground immediately adjacent to the foundation shall be sloped away from the building at a slope of not less than within the first 10 -feet (5% slope). 2013 CRC Section R4013. g 01 r- -t- 0 OPPlease provide'aniari that is implemented to manage j120 water drainage during construction. 2013 CalGreen Section 4.106,2. This can be shown on the Site Plan. See attached erosion control handout. L---) 57/+EZ:T 7- Specify that this home is to be built."With ignition -resistant construction in accordance with Title 25 Chapter Article 23 per HCD Information Aulletin 2009-03 1) ETA z s�N_ Con n') -c'37 Specify -that eave. vents (if applicable are to and a permit will be required by HCD. applicable) ) 0 the op 1405Information -Bulletin 2000-03 4 nderfloor.. areas of elevated or overhanging buildings shall be enclosed to grade in accordance with the req remen ts of MI 3 CRC Section 8327.7.8 and 8327.7.9. (i.e. raised manufactured nome,anq.raised St/' �o d&ii6r decks -and / or exterior door landings.) Provide a detail* of the *jtMinstallation including all „ter__ . s_ X lease specify decking matexial in accordance with 2013 CRC Section R327.9. STRUCTURAL COMNIENTS: X Provide complete manufacture's installation manual. Please provide .Aplan: ?showinpointy loads. CP- VT� g the locations and magnitudes of the marriage line Please provide framing plans and details for the proposed :exterior decks, exterior door landings, and stairs. AM spppo .14probersm.ust be 2EEnre treated SAwQ_od when.&adequately protected from the weather by.. aj2iered. Corch. CRC 8317.3 GO AC. c7TAiaC I -5c,� r—wK )K Handrails and guards must be designed to resist a single concentrate load of 200 pounds applied in any directionat any point al the topper 20.13 CBC 16 7.A.8.1.1. Please specify connections a ' &pf Ong . Q . . ase handrail and guard posts. NOT Iz E7 Q U IRE O The Department of Development Services is currently open to the public from 8:00 am to 4:00 pm.. If you wish to discuss these plan check comments, please call during our business hours or contact us by e-mail at the address below. Permit status can be tracked by logging on to ]=://www.buttecoun!y.net/dds and clicking Building Permits Status. Woody Townsend Plans Examiner 530.538.7601 wtownsend@huttecoliM.net � • a:-e�r�.�_ _-:-atii;,, �:� e. •.-1 •�.�-r,� �:...,, *- ���:+was,. — -- s:"%" s :�:>�=o:: ,...: _•':e .>. Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 9 J- 2 4 4 7 3 FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent q0-024473 1 Rec Fee 5.00 to land or included within an area zoned ; Check 5.00 for agricultural purposes, and residents Recorded of this property may be subject to incon- Official Records ; veniences or discomfort arising 'from the County of use of agricultural chemicals, including, Butte but not limited to herbicides, pesticides, Candace J. Grubbs and fertilizers; and from the pursuit Recorder of agricultural operations including, 8:01am 12 -Jun -90 GF 1 but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Lot 12, as shown on that certain map entitled, "DEER PEAK LAKE ESTATES UNIT NO. 2", which map was filed in the office of the Recorder of the County of Butte, State of California February 13, 1984 in Book 91 of Maps, at pages 79 through 93, inclusive. TOGETHER WITH a non-exclusive right of way for road, public utility purposes and drainage purposes over the private roadways shown on the map of "DEER PEAK LAKE ESTATES UNIT NO. 1", which map was filed in the office of the Recorder of the County of Butte, State of California, October 28, 1982 in Book 85 of Maps, at pages 80 through 86, inclusive. Cate: PROPERTY OWNERS: State of. ) On this the _/LtY day ofs� I9�, before me, SS. the undersigned Notary Public..- onally appeared County of) OFFICIAL SEAL PATSY tCCALIF Personally known to mc. Proved to me on the basis Gam• 1lOTl.l.r • CiLIiOR NI PUBLIC ,_•; of satisfactory evidence. BODE COUNTY be the erson w Ay cYm. mpru LIAY 17: 1991 p (s) husc name(s) t bscribcd to the within instrument and acknowledged that executed the same for the purposes therein contained. I\ 1:11' SJ WHEREOF, I hereunto set my hand and official seal. Present A.P. No. Notary .Public END OF DOCUMENT '---�.••..s?n..,..a:..,.e. ..:z .,.-::.-- .: ,. ,�T•—r}.-w— -. ,,:• - .xcv't�'ri'xrane�a�.",�,� PE uMt QGK,INZ jRE.Q AT DOOR', P NINGS'•,LESS ETC"IFICAL f e E P :,t TACHED I Ck PIER P AN t ' 2'.0" y r IV 4X� — PL F i f -CENTERLINE BETWEEN SECTIONS COLUMN LOADS E>:CEEUWG SOIL _ BEARING CAPAPCITY. F � o 1 r-� r -n r-1 n �a-1 atq SIN BEAM LJ SEE TABLE SEE -ABLE PERIMETER 8LOCKINS SPACING --LJ- -- ��I-- - Pil zi- (IF REQUIRED) I I�,>, PER APPLICABLE TABLES 11 ��\ l IDGE CENTE I j --MAIN I-� �( All Str�e�;le-Sect1, n ., I e- 14 WIDE MAX. and____ -=o LL-- ----Multi-S�;�t�,on-l=�oru�s- r . � e 2'-0" PER APPLICABL MAX.' TABLES WITH -01 WITHOUT. PERIM[ COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. BLOCKING. r All Rights Reserved 4 '' r��: Table of Contents Section 1— Before you begin ,_ ,. Pre -installation considerations 1 Wind Zone Design Map 2 Design Roof Load Map 3 Heating/Cooling Design Zone Map 3 Site Considerations 4-5 Permanent Foundations 6 Section 2 — Footers & Piers Foundation Designs 1 Foundation Configurations 2 Pier construction 3 Minimum Clearances 4 Additional Support requirements 5 Section 3 - Blocking & Leveling General Requirements 1 Table 1- I -Beam pier Spacing using 16x16 concrete pads 2 .Table 1.1 Pier Loads @ I -Beam 2 Table 2 — Perimeter Pier spacing 2-3 using 16x16 concrete pads 3 Table 2.1 Pier Loads @ I -Beam 6-7 W/perimeter piers 3 Footing Capacity Table 4 Column Pier Load Tables 5-6 Section 4 — Multi Wide Installation Typical Pier layout 1 Installation sequence 2-4 Floor Connection 5 Roof &.End wall connection 6 Section 5 — Single Wide Installation Typical Pier Layout 1 Installation Sequence 1-2 Section 6 — Tag Unit Installation Floor, Wall and Roof Connection 1-2 Section 7 — Anchoring General Notes 1 Approved Systems 2 Wind Zone Requirements 2-3 Typ. Anchor & Strap installation 4-5 Table 3 — Wind Zone I Spacing 5 Table 3.1 & 3.2 Longitudinal ties, Wind Zone 1 only. 6 Table 3.3 Offsets Wind Zone 7 Table 4.1 &.4.2 Sgl. Wides 8-9 Table 5.1 & 5.2 Dbl. Wides 10-11 Table 5.3 Offsets Wind Zone 2&3 12 Longitudinal Stabilizing Device .13 Section 8 — Interior & Exterior Close- up Roof Close-up 1 Exterior Wall & Duct cross over 2-3 Dryer & Fireplace 3 Appliances, Trim and Carpet 4 Section 9 — Utility Connections Water System connection 1 Drain Lines 1-2 Electrical connections 2-3 Optional Meter Base 4-5 Gas and Oil Connection 6-7 A/C equipment Sizing 7 Section 10 — Crawl Space Venting and Vapor Retarder Installation Section I I — Miscellaneous -and Final Inspections. Add-ons, clearances, etc. 1 consequences of incorrect set-up 1-2 High wind protection for Windows and Doors 3 Inspection Checklist 4 SECTION 1,- BEFORE YOU BEGIN WARNING THIS MANUAL HAS BEEN WRITTEN FOR THE SAFETY AND BENEFIT OF PROFESSIONAL CONTRACTORS, TRAINED IN THE SETUP AND INSTALLATION OF MANUFACTURED HOMES. IT IS NOT INTENDED TO ENABLE SOMEONE UNFAMILIAR WITH MANUFACTURED HOME SETUP TO PERFORM THE INSTALLATION. IF YOU HAVE NOT BEEN TRAINED IN SUCH SKILLS, ATTEMPTS TO REPAIR OR PERFORM SETUP FUNCTIONS SUCH AS BLOCKING, LEVELING, UTILITY CONNECTIONS, CLOSE-UP, ETC., COULD RESULT IN DAMAGE TO YOUR HOME OR INJURY TO YOURSELF OR OTHER PERSONS. Most states have specific licensing requirements for manufactured home installation contractors. Section V in your. Homeowner's Manual lists State Administrative Agencies (SAA) that may be contacted for this information. If your state is not listed, you may contact the Department of Housing and Urban Development (HUD) in the city or nearby city in which you live and they can provide you with those requirements. Palm Harbor Homes requires that only experienced, qualified manufactured home installation specialists perform the installation of your new home. Your Retailer either has such people in his employ or will be able to contract the work with reputable, independent, local professionals. We encourage you to read these instructions to familiarize yourself with the installation procedure and recognize the importance of proper installation, especially the sections on "Site Preparation" and "Skirting", typically Homeowner responsibilities. Vital information regarding the design criteria of your home will be found on Section 1, Before you begin Page 1 the Compliance Certificate, sometimes . called a Data Plate, located inside the home. The Data Plate is your reference guide about the functioning of your home within the geographical area for which it has been designed. The Data Plate is typically located on a kitchen cabinet door or on a wall panel or door face near the electrical panel, utility room or bedroom closet. Most of the installation requirements are determined from the information contained on this certificate. Please review the information on the "Data Plate" with the Design Zone maps below, to ensure your home meets the design criteria for the geographical area of the site location. CAUTION: When site is located in coastal areas of either Wind Zone 2 or 3, and within 1500 ft of the coastline, the "DATA PLATE" should indicate compliance with "EXPOSURE D". Damages caused by or resulting from the installation process and/or settling are not covered by your new home warranty. COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 1 - BEFORE YOU BEGIN WIND ZONE DESIGN MAP WIND ZONE I: All areas of the United States and its Territories that are not identified on the above map as being located in either Wind Zone II or Wind Zone Ill WIND ZONE II ..... 100 mph. The following areas are deemed to be within Wind Zone II of the Basic Wind Zone Map FLORIDA: All counties except those identified as being located in Wind Zone III. GEORGIA : Bryan, Camden, Chatham, Glynn, Liberty, McIntosh. ALABAMA: Baldwin ,Mobile MASSACHUSETTS : Barnstable, Bristol, Dukes, Nantucket, and Plymouth. NORTH CAROLINA: Beaufort, Brunswick, Camden, Chowan, Columbus, Craven, Currituck, Jones, New Hanover, Onslow, Pamlico, Pasquotank, Pender, Perquimans, Tyrrell, and Washington SOUTH CAROLINA: Beaufort, Berkeley, Charleston, Colleton, Dorchester, Georgetown, Horry, Jasper, and Williamsburg. LOUISIANA: Parishes of Acadia, Allen, Ascension, Assumption, Calcasieu, Cameron, East Baton Rouge, East Feliciana, Evangeline, Iberia, Iberville, Jefferson Davis, LaFayette, Livingston, Pointe Coupee, St. Helena, St. James, St. John the Baptist, St. Landry, St. Martin, St. Tammany, Tangipahoa, Vermillion, Washington, West Baton Rouge, and West Feliciana. MAUVE: Hancock, Washington. MISSISSIPPI: George, Hancock, Harrison, Jackson, Pearl River, and Stone. TEXAS: Aransas, Brazoria, Calhoun, Cameron, Chambers, Galveston, Jefferson, Kenedy, Kleberg, Matagorda, Nueces, Orange, Refugio, San Patricio, and Willacy. VIRGINIA: Cities of Chesapeake, Norfolk, Portsmouth, Princess Anne, and Virginia Beach. WIND ZONE Ell ... 110 mph: The following areas are deemed to be within WIND ZONE III of the Basic Wind Zone Map: ALASKA: The coastal regions of ALASKA as determined by the 90 mph isotach of the ANSI/ASCE 7-88 map. FLORIDA: Broward, Charlotte, Collier, Dade, Franklin, Gulf, Hendry, Lee, Martin, Manatee, Monroe, Palm Beach, Pinellas, and Sarasota. HAWAII: The entire State LOUISIANA: Parishes of Jefferson, La Fourche, Orleans, Plaquemines, St. Bernard, St. Charles, St. Mary, and Terrabonne. NORTH CAROLINA: Carteret, Dare, Hyde States and Territories: The entire State of Hawaii, the coastal regions of Alaska (as determined by the 90 mph isotach on the ANSUASCE 7-88 map), and all of the U.S. Territories of American Samoa, Guam, Northern Mariana Islands, Puerto Rico, Trust Territory of the Pacific Islands, and the United States Virgin Islands. Section 1, Before you begin Page 2 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC All Rights Reserved. a SECTION;;1j—aBEFORE YOU BEGIN r '• - DESIGN ROOF LOAD ZONE MAP '' f +r< 1!s �' • `J „ 'F - ;.i n I. .r#fit .. .i Gr :•�:. ?At' � - I MIDDLE,e i 3 NORTH r WA VT NO . t 7 OR MA MI RI PA CTIL , p -NE IA NJ DE Nv IN MD VA KY^ is L� ♦ L TN AZ , , • .,OKt� AN (SC. F NM 1 AL GA r. NORTH _ i s .. .e•c.�:,y. t - T% FL HI i o4j SOUTH' '20 PSF O .. MIDDLE 30PSF • ::. � SOUTH•.Y e � i' � - j. •.. r ; NORTH • 40PSFr HEATING & COOLING DESIGN ZONE MAP + -• ' - +1' .NIT ND • ' '`i,: VT ME ` OR ' MN . .. NH r I 'i 'ID SD- WITS NV , MA Y MI Al J CT IA PA NJ + y, . • _ DE IL UT r + 'i ZONE 3 • \. r ,. , 4."e.`i " �.f+` AK o it \ .f•• � ' HI o�. I. ZONE I J�+` `Uo+-= 0.116'• 4 .r. '1 ♦w ,ZONE 2 ® -Uo '-'0.696' r ZONE 1 } ZONE 3. U. = 0.079 �~ ' : t Section 1, Before you begin., j 1r, y -Page. 3 ' COPYRIGHT© 2000 BY PALM HARBOR HOMES, INC.; n ti* All Rights Reserved. ` r SECTION 1 — BEFORE YOU BEGIN The procedures outlined in this manual are intended to provide requirements for proper installation in compliance with the Federal Manufactured Home Construction and Safety Act of 1994 for manufactured homes. Terms used in this manual are those as defined in NCSBCS A225.1, Manufactured Home Installations, which is hereby incorporated by reference. In case of discrepancies, the Palm Harbor Manual shall prevail. This manual shall not be construed as relieving the installer of responsibility for compliance with State and/or local ordinances, codes and regulations established by the authorities having jurisdiction. Site preparation is the fundamental key to a successful installation and is typically a Homeowner responsibility. The major considerations are soil stability, moisture control and utility locations. FROST HEAVE: Special consideration must be given in cold climate areas where frost heave can be a problem. Frost heave can occur when moisture in the soil freezes below the footing, causing the piers that support the home to rise and result in serious damage to the home. Controlling the amount of moisture in the soil can reduce risk of frost heave. Soil type, grading and drainage, ground vapor retarder, skirting, crawlspace ventilation, heat loss through the floor and the apparent water table depth can all affect the amount of moisture available that can freeze. Local building officials or the authority having jurisdiction may require footings to be placed or poured below the frost line. If footings are not placed or poured on firm, undisturbed soil or compacted fill below the frost line, frequent pier and anchoring device adjustment may be required during the year. SOIL CONSIDERATION: Before a builder begins construction on a housing development or building, he will obtain Section 1, Before you begin Page 4 test data from soil analysis reports so he will know if his foundation design will support the structure(s) and sustain, within allowable stress and settlement limitations, all applicable design loads. The bearing capacity for the soil at your home site must be known to determine the correct relationship between footing size and pier spacing. A common method for determining the bearing capacity of soil relies on selecting values from tables of allowable or presumptive bearing capacities given in local building codes. Such tables are commonly obtained from the local authority having jurisdiction or local geographical surveys, however, the exact "type" of soil must be known. In general, the local office of the Soil Conservation Service (SCS) will have information available at no cost. You may also use a "pocket penetrometer", such as model 424-050, available through: SOILTEST Northwest Business Center 2260 Northwest Parkway Marietta, Georgia 30067 (404) 980-0913/14 or 1-800-356-4662 The minimum basis for the pier spacing tables contained in this installation manual is 1000 pounds per square foot (PSF). Foundations for soil bearing COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. t SECT ION,1 -BEFORE YOU BEGIN capacities less than 1000 PSF must be designed by a registered Professional Engineer or Architect and approved by' the local authority, - having jurisdiction. Because Palm Harbor Homes has no control over the site planning and installation of your home, final responsibility of the site preparation, including soil stability and frost heave control lies with you, the Homeowner. Settling due to inadequate soil conditions and/or improper installation is also beyond our control and we strongly recommend that the pier, supports be inspected frequently for settling -and readjusted as needed. Decreased pier spacing may be required or larger footings may be necessary. Annual releveling even under ideal conditions may also become necessary. GRADING AND DRAINAGE: The ground directly below the home should be clean and free from tall grass. The area under all footings must be cleared of all organic material, such as grass and matted vegetation. The grade around and underneath the home MUST be sloped so that water will not accumulate or stand under the home. If water is allowed to flow beneath the home (even if it does not accumulate), erosion of the soil at the pier footings can occur and affect pier stability. Pier. movement and resulting settlement can cause serious damage to the home. GROUND VAPOR RETARDER: Moisture can enter the home from the soil beneath it and cause damage to the floor structure, exterior walls and other building components. Sectional, Before you begin - Page 5 The ground surface under your home must be covered with 4 mil (or thicker) polyethylene or equivalent material to resist ground water vapor when the crawlspace is enclosed or skirted. Overlap the plastic cover at least 12" at all joints, and weigh it down with blocks, bricks or rocks so that it does not blow loose. See Section 10 for specific instructions and more details. GROUND LEVEL INSTALLATION ... Floor at grade Ground level installation refers to the installation of the home over an open, excavated area where the supporting piers and foundations are below finished ground level. This type of installation is not recommended in geographical locations where ground moisture is a problem. Provisions for drainage and ventilation must be made to allow for the dissipation of moisture in the excavated area, which would otherwise enter the home. Damage caused by moisture due to improper grading and/or insufficient ventilation to the underside of the home is not covered under the Palm Harbor Homes New Home Warranty. COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 1 - BEFORE YOU BEGIN PERMANENT FOUNDATION INSTALLATION If the home is to be placed on a permanent foundation (either over a basement or crawlspace), the foundation construction, including all provisions for utility connections should be made prior to the delivery of the home to the home site. Refer to the Detail below for a typical permanent foundation design. The detail shown is an example only. Specific site conditions will determine final foundation design. A registered professional engineer must design foundations. The manufacturing facility of your home may have some approved designs available. Check with your retailer on availability. Only competent, qualified professionals, experienced in this type of home installation should attempt to move sections over basement or crawlspace EXTERIOR SIDEWALL areas using commercially available mechanical equipment designed for this type of work. These devices are comprised of adjustable transfer beams that span the full basement with jack stands to support the transfer beams from the basement floor, and cradles that hold ,the home's I -beams. When properly operated, they allow safe, easy movement sideways, forward and backward, utilizing roller bearings with hand winches. If your home was constructed with provisions for a stairwell opening, the floor framing must be removed at that location. (Refer to the appropriate addendum accompanying this installation manual for more details.) Upon relocation of the home from its initial installation, such framing must be reinstalled. FOUNDATIO 1/2" EXPANSION JOINT WALL TYPICAL FOOTING UTILITY FOUNDATION CONNECTION PERIMETER DRAIN 4" CONCRETE SLAB OVER 4" AGGREGATE BASE COURSE (ABC) W/ VAPOR BARRIER BETWEEN Section 1, Before you begin Page 6 \ / COLUMN FLANGE \� SUPPORT COLUMN FOOTING COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. 71 I -BEAM ANCHORED TO AND SUPPORTED MARRIAGE WALL AT BY FOUNDATION WALL (PILASTER OR CENTERLINE MAY BE MUD BEAM POCKET) DOUBLE OR SINGLE. SILL MAIN I -BEAM FLOOR DECKING FOUNDATION CROSS - SUPPORT I -BEAM TRANSVERSE INTERIOR FLOOR JOISTS CROSSMEMBER TERMIT SHIELD III GRADE SLOPE AWAY FROM HOME FROST LINE �-UTILITY 1/4" CONTINUOUS CONNECTIONS FILLET WELD LONGITUDINAL I -BEAM SUPPORT FOR MARRIAGE LINE & COLUMN FOUNDATION WALL LOADS WATERPROOFING MINIMUM 3" STEEL SUPPORT COLUMN FOUNDATIO 1/2" EXPANSION JOINT WALL TYPICAL FOOTING UTILITY FOUNDATION CONNECTION PERIMETER DRAIN 4" CONCRETE SLAB OVER 4" AGGREGATE BASE COURSE (ABC) W/ VAPOR BARRIER BETWEEN Section 1, Before you begin Page 6 \ / COLUMN FLANGE \� SUPPORT COLUMN FOOTING COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. 71 SECTION 2 - FOOTERS AND PIERS WARNING! EACH SECTION (SINGLE- OR MULTI WIDE) WEIGHS SEVERAL THOUSAND POUNDS! ADEQUATE BLOCKING MUST BE USED TO SAFEGUARD ALL PERSONNEL AND THE STRUCTURE DURING ALL PHASES OF INSTALLATION. WORKERS MUST NOT BE PERMITTED TO WORK UNDER THE HOME WHERE THEY MAY BECOME INJURED SHOULD THE HOME SLIP DURING THE INSTALLATION PROCESS. The tables included in this manual assume each section acts independently, regardless of whether the home being installed is a single-, double- or triple section. Select the appropriate width for the section being installed and space piers according to the individual section width. FOUNDATION DESIGN: The procedure described below and on the following pages represents a typical concrete block pier system utilizing precast concrete 8" x 16" x 4" OR 16" x 16" x 4" footing pads and 8" x 8" x 16" concrete blocks, common sizes used in the manufactured housing industry. This procedure offers MINIMUM installation requirements for the setup of Palm Harbor homes. Larger footings including poured concrete footings or runners may also be used. Multiple pads used in combination to achieve the required. footing area may be used. OTHER APPROVED DESIGNS: Other foundation systems may also be acceptable provided the system has been designed by a registered professional engineer, approved for the use intended by local authority having jurisdiction, and installed in accordance with those approved . plans and specifications; however, all applicable provisions of this Palm Harbor Homes Installation Manual shall apply. Approved plans, specifically designed for your home may be available from the home manufacturer. Please contact your retailer for availability. MANUFACTURED PIERS: Manufactured piers may also be used provided they are listed and labeled by an authorized approval agency and the piers are installed in accordance with their listing. If steel piers are used, steel channels or angles at least 6" long must be used to distribute the load to prevent web crippling. Manufactured piers and channels or angles must be certified to have a load capacity greater than or equal to the load it is to carry. Steel piers, channels or angles that are not constructed from material with corrosive resistive properties shall be made so by painting. FOOTINGS: The area under all footings must be cleared of all organic material -such as grass and matted vegetation. All footings are required to be placed or poured on firm, undisturbed soil or compacted fill. Section 2, Footers and Piers, Page 1 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 2 — FOOTERS AND PIERS 1) Single 16x 16x4 Footer CONCR. BLOCK I � � I I, SGL 16X16X4 CONCRETE BLOCK FOR FOOTING. 2) Double 8x 16x4 Footer PLACE CONCR. BLOCKS PERPENDICULAR i a TO FOOTING JOINT THREE 8X16X4 CONCRETE BLOCKS FOR FOOTING. BLOCKS MUST BE LEVEL TO EACH OTHER. �.�••NC. DOFF•., �0�; •• ptIFICAr C•y STATE OF r' 9F• �ORtO'• �4q: Use 16x16x4 footer size in tables, to determine spacing and load capacity. 3) Double 16xl6x4 Footer 16X16X� FOOTI N 16X16X4 CONCRETE FOOTING PADS OR 4" SLAB Use 16x32x4 footer size in tables, to determine spacing and load capacity. 4) Double 2x l Ox 18 1/2 Footer PLACE CONCR. BLOCKS PERPENDICULAR TO JOINT IN TOP LAYER Use 16x16x4 Footer tables to determine spacing and load 181/2. capacity. See also Note 1 for additional requirements. 1.) The lumber used in Footer (4), must be "PRESSURE TREATED" and approved for ground contact. Cut ends must be treated with preservative equal to and compatible with the material used to treat the original lumber. Alternatively treatment in conformance with AWPA M4-80 using a 5% solution of pentachlorophenol copper, naphthanate containing a min. 2% copper metal, a 3% solution of a CCA type A,B or C, or a 5% solution of FCAP or ACC, or Creosote in conformance with AWPA M4-80, paragraph 1.511, is also acceptable. Any solution used must be applied in accordance with instructions and cautions expressed on the container. 2.) Footers shown above may be replaced with other approved and/or listed footers of other materials, when the listed capacity and area is equal to or greater than the footer it replaces. Section 2, Footers and Piers, Page 2 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. Y 7 - I '1Gl SECTION 2 - FOOTERS AND PIERS PIER "A": Constructed of a ' single stack of open cell 8"x8"x16 concrete blocks. The maximum pier height for Pier "A" is 36" when used as an I -Beam support and is installed with the 16" dimension perpendicular to the I -Beam. When used as an exterior perimeter support, the maximum height increases to 48", and is installed with the 16" dimension parallel to the perimeter rail. When used as an interior support (under marriage walls), the maximum height is 48". The pier is capped with a 2x8xl6 solid concrete block, or per Note 1. PIER `B": Constructed of an interlocked double stack of open cell 8"x8"x 16" concrete blocks. The maximum height is 60" when -used for I - Beam supports and 72", when used as an interior or exterior perimeter support. The pier is capped with a minimum 4"x16"xl6" concrete cap. PIER "C": Constructed of interlocked and double stacked open cell 8"x8"x16" concrete blocks. Blocks shall be in concrete mortar on a minimum 24"x24"x6" concrete footing. Four (4) continuous #3 reinforcing rods shall be inserted in the open cells and the cells filled with concrete. The maximum pier height is 80" when used for I -Beam supports and 92" when used for interior or exterior perimeter supports. The pier is capped with a minimum 4"x16"x16" concrete cap, grouted to the pier. Notes: 1.) Wood shims and caps are 0.42 or better specific gravity, such as Spruce -Pine -Fir, Yellow Pine, Hem- or Doug Fir. 2.) Concrete blocks are 8xl6x8 (nominal) hollow cell load bearing CMU, manufactured in conformance with ASTM C90. Hollow cells are vertical. FNTW,tM% 4°CONCRETE CAP X TYPICAL f 8XBX16 m CONCRETE BLOCKS TYPICAL FOOTING PIER "C" WOOD SHIMS MAIN I -BEAM OPTIONAL 2X6 i 4°CONCRETE CAP �'��►TiFl��l� R s. STATE OF t� ,'•0 R 10f RED SO ,��I�IIillis�s�, TYPICAL BX8X16 CONCRETE BLOCKS WITH #3 REBAR m IN EACH CELL & ALL CELLS GROUTED SOLID TYPICAL_ FOOTING Section 2, Footers and Piers, Page 3 COPYRIGHT© 2000 BY PALM HARBOR HOMES, INC: All Rights Reserved. WOOD SHIMS OPTIONAL MAIN 1 -BEAM _ 2X6 2" CONCRETE OR - 2x8x16 P.T. OR HARDWOOD CAP TYPICAL 8X8X16 F0 CONCRETE co BLOCKS TYPICAL FOOTING PIER "B" WOOD HIMSMAIN ONAL ff� I -BEAM -OPTI 2X6 4°CONCRETE CAP X TYPICAL f 8XBX16 m CONCRETE BLOCKS TYPICAL FOOTING PIER "C" WOOD SHIMS MAIN I -BEAM OPTIONAL 2X6 i 4°CONCRETE CAP �'��►TiFl��l� R s. STATE OF t� ,'•0 R 10f RED SO ,��I�IIillis�s�, TYPICAL BX8X16 CONCRETE BLOCKS WITH #3 REBAR m IN EACH CELL & ALL CELLS GROUTED SOLID TYPICAL_ FOOTING Section 2, Footers and Piers, Page 3 COPYRIGHT© 2000 BY PALM HARBOR HOMES, INC: All Rights Reserved. SECTION 2 - FOOTERS AND PIERS MAXIMUM PIER HEIGHT: The maximum allowable height for piers is indicated in the pier details above. However, for Wind Zone II and III installations, additional limitations to the pier height may be necessary, depending on the vertical tie down spacing and/or the attachment of the diagonal straps at the I-beam. See Section 7, Anchoring, for more details. CLEARANCES: An "average" minimum ground clearance of 18" must be maintained beneath the underside of the floor joists and 12" beneath the main I -Beam chassis. More clearance may be required for heat duct crossover. A minimum ground clearance of 8" must be maintained to all exterior siding materials. I AT LEAST 75% OF THE INSTALLED PIERS SHALL BE OVER 12" HIGH I MAX. 25Y. I PIERS UNDER 12" HIGH "Average" means at least 75% of the piers are at the minimum height. Conversely, the maximum pier height may be exceeded without the need to increase the pier design, when at least 75% of the piers are at the maximum height or less, and the remainder of the piers do not exceed the maximum height by more than 8 (eight) inches, except that single stacked piers shall not exceed 36 inches in height. Section 2, Footers and Piers, Page 4 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 2 - FOOTERS AND PIERS `DOOR - HARDWOOD WEDGE SHIMS / I OPENING A 1 X6 OR 2X6 SPACER —8 -MAX (IF NECESSARY) �— MIN 2' CAP Ih ill 16' MAX — • 8XBX16 CONCRETE PIER )6, ( n to 2� 16X16X4 CONCRETE FOOTING Q TYPICAL EXTERIOR DOOR AT SIDEWALL NOMINAL 16" to 20" PRECAST. (FOR DOOR OPENINGS LESS THAN 4'-0') CONCRETE FOOTING LARGER DOOR OPENINGDOUBLE 2X (SLIDING GLASS DOORS,W�16 SUPPORT MEMBER: DOUBLE FRENCH SEE NOTES1 & 2. DOORS, ETC.) RDWOOD WEDGE SHIMS 8- MAX 1X6(IF --16'MAX NECESSARY) MIN 2' CAP 8X8X16 CONCRETE PIER — 16X16X4 CONCRETE FOOTING LARGE DOOR OPENINGS AT SIDEWALL (REQUIRED FOR OPENINGS GREATER THAN 4'-0') WASHING MACHINE OR WATER HEATER LOCATION OR REFRIGERATOR, FIREPLACE, ETC. LOCATED ON OR NEAR PERIMETER RAIL (OUTSIDE I -BEAM) HARDWOOD WEDGE SHIMS 1X6 0R 2X6 SPACER (IF NECESSARY) MIN 2' CAP 8X8X16 CONCRETE PIER — 19' MAX 16X%X4 CONCRETE FOOTING 3�IONAL SUPPORT BLOCKING MAY BE NECESSARY AT AREAS SUBJECT TO EXTRA WEIGHT OR VIBRATION NOTES: . ' . 1.) Support member is constructed" with two 2x4 (South or Middle Zones) or two 2x6 (North Zone) nailed together. Support member should span at least one joist beyond the doorjamb. 2.) All support members lumber (pressure treated or painted) is minimum #3 grade. 3.) Support pier footings shown in Details 1, 2 and 3 may be substituted with one 8x16x4 concrete footings, provided that the height of the, pier does not exceed 36" (measured from r-- B'MAX SAME NOTES AAS ABOVE � TYPICAL PERIMETER BLOCKING NOMINAL 20"x 20"x 4" TAPERED CONCRETE FOOTING NOMINAL 8"x 16"x 8" CONCRETE MASONRY UNIT (C.M.U.) (ASTM C90 Type 1) the top of the footing to the top of the concrete cap). 4.) Concrete footings to be minimum 2500 -PSI compressive strength @ 28r days. .L Section 2, Footers and Piers, Page 5 COPYRIGHT @ 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved., SECTION 3 - BLOCKING AND LEVELING PROCEDURE GENERAL NOTES AND TABLES STEP 1. Confirm the home is structurally designed for the geographical area for which the home is to be installed by examining the structural design maps shown on the Data Plate located inside the home. Use the 'Design Roof Load Zone Map" and the 'Design Wind Zone Map" shown in SECTION 1 to determine the zone (South, Middle or North) where the home is to be installed. Use Table 1 for the Roof Load Zone to determine if perimeter blocking is required. Some homes, constructed with an optional structural package, may not require perimeter blocking and will be indicated as such on the Data Plate. Where greater roof live loads (snow loads) have been determined to exist in localized areas by the authority having jurisdiction through surveys or experience, such roof live loads shall apply and perimeter blocking may be required. See pier plan and/or DATA plate for design load of the home. Likewise, a home designed for higher roof loads may be installed in a lower roof zone. Example, a home designed for 30 PSF roof live load (obtained from the Data Plate) may be installed in the South Zone requiring only 20 PSF roof live load. The rows designated "South" in Table 1 may then be used to determine pier spacing and if perimeter blocking is required. ` STEP 2. If it was determined in Step 1 that perimeter blocking IS NOT required for the installation, use Table 1. Locate the rows that correspond to the zone for which the home is to be installed (South, Middle or North). Select the row with the soil bearing equal to or lower then the bearing capacity established earlier. If it was determined in Step 1 that perimeter blocking IS required for the installation, use Table 2, locate the rows that correspond to the zone for which the home is to be installed (South, Middle or North). Select the row with the soil bearing equal to or lower then the bearing capacity established earlier. STEP 3. Using Table 1 or Table 2 determined in Step 2, locate the column(s) that correspond to the width of each section and the footer size selected. STEP 4. At the intersection of the columns and rows determined in Steps 2 and 3 ascertain the required pier spacing to be placed at the I -Beams of each section. Spacing of the piers is measured from center to center. STEP 5. Determine the type of pier to be used based on the "AVERAGE" height of the piers installed. Refer to the "Typical Pier Design" Section. "AVERAGE' means piers installed in at least 75% of the overall length of the unit, must not be less than 12 " height (See Section 2 for detail). Note: Table 1 and Table 2 are based on typical 16xl6x4 footing pads. When other types or size of pads are used, refer to Table 1.1 , for I -Beam piers only, or Table 2.1, for perimeter piers. These tables list minimum pier design loads for various floor widths when spaced 4,6 or 8ft on center. The capacity of the desired pad for the soil conditions present must be equal to or greater than the load listed for the desired spacing. See also example in the Notes for Table 2 and 2.1. Section -3, Blocking and Leveling Page 1 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 3 — BLOCKING AND LEVELING PROCEDURE GENERAL NOTES AND TABLES TABLE 1 PIER SPACING TABLES - FIXED SIZE FOOTING PAD I -BEAM PIERS ONLY ( WITHOUT PERIMETER BLOCKING) - SEE NOTE (1) ROOF LOAD ZONE ROOF LIVE LOAD (PSF) SOIL CAPACITY (PSF) SPANS 16"x16°x4" OR DOUBLE 8°xlWx4° I NOTE 3 DOUBLE 16"06N4° SEE NOTE 3 12 -WIDE 14 -WIDE 16 -WIDE 18 -WIDE 12 -WIDE 14 -WIDE 16 -WIDE 18 -WIDE SOUTH LOAD 1000 3'-2" 2'-8" 2'-6" 2'-3" 6'-6" 5'-8" 5'-3" 4'-9" 1500 4'-10" 4'-2" 3'-11" 3'-6" 8'-0" 8'-0" 7'-7" 6'-9" 20 2000 6'-7" 5'-8" 5'-3" 4'4" 8'-0" 8'-0" 8'-0" 8'-0" 3920 4360 2500 8'-0" 7'-2" 6'-8" 5'41" 8'-0" 8'-0" 8'-0° 8'-0" MIDDLE 3000 8'-0° 8'-0" 8'-0" T-2" 8'-0° 8'-0° 8'-0" 8'-0° MIDDLE 30 1000 1500 2000 N/A 4'-3" 5'-9" N/A N/A N/A 5'-9" 8'-0" 8'-0° 2500 7'-3" ® 8'4" 3000 8'-0" 8'-0" CAUTION: SPANS LISTED IN SHADED AREAS ABOVE FOR MIDDLE ZONE, MAY ONLY BE USED WHEN THE DATA PLATE TABLE 1.1 PIER LOAD TABLES FOR VARIOUS SPACINGS I -BEAM PIERS ONLY ( WITHOUT PERIMETER BLOCKING) - SEE NOTE (1) ROOF ROOF PIER FOOTER LOAD POUNDS LOAD LIVE LOAD SPACING 12 -WIDE 14 -WIDE 16 -WIDE 18 -WIDE ZONE PSF SOUTH 20 4'-0" 2410 2690 2980 3300 6'- 0" 3500 3920 4360 4840 8'-0" 4600 5155 5740 6380 MIDDLE 30 4'- 0" 2700 6'- 0" 3930 8'- 0" 1 5170 CAUTION: SPANS LISTED IN HIGHLIGHTED AREAS ABOVE FOR MIDDLE ZONE, MAY ONLY BE USED, WHEN THE DATA PLATE INDICATES "NO PERIMETER BLOCKING REQUIRED". OTHERWISE. USE TABLE 2 BELOW. Notes for Table 1 and 1.1 Maximum Spacing for I -Beam piers when used WITHOUT perimeter Blocking is 8'-0" or the span listed in Table 1, whichever is less. The distance between any adjacent piers may deviate from the listed spacing by 10%, so long as the overall average distance between piers is equal to or less than the listed spacing. See footer details in section 2 for double footer configurations. For 2x10 min. lumber footers, use pier spacing tabulated in the 16x16x4 column. Refer also to lumber footer configurations and requirements in Section 2 of this manual. All the above requirements must be adhered to when a min. 4" thick slab is installed. For pier spacing on the slab, the double 16xl6x4 column may be used. The slab may count as the bottom layer of required pads as shown in Section 2. Special designs are required for slabs located in areas prone to frost heave. Special designs are also required for `ribbon' footing designs. For 500 psf soil, size the footing according to the pier load table in section 4. Section 3, Blocking and Leveling Page 2 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 3 - BLOCKING AND LEVELING PROCEDURE GENERAL NOTES AND TABLES TABLE 2 PIER SPACING TABLES - FIXED SIZE FOOTING PAD I -BEAM PIERS WITH PERIMETER BLOCKING - SEE NOTE (1) PIER LOCATION ROOF LIVE LOAD PS SOIL CAPACITY (P F) SPANS 16'x16°x4' OR DOUBLE 8°x16°x4' NOTE 5 DOUBLE 16'xl6'x4'i SEE NOTE 5 12 -WIDE 14 -WIDE 16 -WIDE 18 -WIDE 12 -WIDE 14 -WIDE 16 -WIDE 18 -WIDE I -BEAM • 20 000 5,-11" 5'-1" 4'6" 4'-0" 12'-0' 10'-7" ,-4" 8'-3" 1500 9'-2" 7'-10" W-11" 6'-2" 12'-0" 12' 12'-0° 2000 12'-0' 10'-7" 9'-0" 81.9" 12'-0° 12'-0' 12'-0° 12'-0° 2500 12'-0" 12'-0• 11'-9" 10'-5" 12'-0• 12'-0' 12'-0° 12'-0• 3000 12'-0° 12'-0° 12'-0° 12'-0" 12'-0" 12'-0' 12'-0° 12'-0• PERIMETER (SEE NOTE 2) 20 1000 51-81, 4'-8" 4'-5" 3'-10„ 8'-0• 8'-0• 8'-0• 8•-0• 1500 8'-0' 7'-3" 61-101, 6,-0„ 1 8'-0• 8'-0• 8'-0• 8,-0• 2000 8'-0' 8'-0' 8'-0° 8'-0' 8'-0' 8'-0° 8'-0° 8'-0° 2500 8'-0' 8'-0° 8'-0° 8'-0' 8'-0' 8'-0° 8'-0' 8'-0° 3000 8'-0° 8'-0° 8'-0' 8'-01 8'-0' 8'-O° 8'-0' 8'-01 I -BEAM 30 1000 51-11" 51-11, 4,-6" 4,-0" 12'-0• 10'-7" 9,-4" 8'-3" 1500 9'-2" 7'-10" 6'-11" 6,-2" 12,-0• 12'-0• 12'-0• 12'-0• 2000 12'-0' 10'-7" 9'-4" 8'-3" 12'-0° 12'-0' 12'-0' 12'-0' 2500 12'-0° 12'-0° 11'-9" 10'-5" 12'-O° 12'-0' 12'-0' 12'-0' 3000 12'-0° 12'-0° 12'-0° 12'-0' 12'-0' 12'-0' 1 12'-0° 12'-0' PERIMETER (SEE NOTE 2) 30 1000 4,-7" 3'-10" 3'-8" 3'-2" 8'-0' 8'-0° 7,-8„ 6,-B" 1500 7,-0„ 1 5'-10" 5,-8" 5'-01, 8•-0• 8'-0• 8'-0• 8'-0• 2000 8'-0' 8'-0' 7'-8" 6'4" 8'-01 8'-0' 8'-0° 8'-0' 2500 8'-0' 8'-0' 8'-0° 8'-0' 8'-0° 8'-0° 8'-0° 8'-0° 3000 8'-0' 8'-0' 8'-0° 8'-0' 8'-0' 8'-0° 8'-0° 8'-0' I -BEAM • 40 1000 51-11" 5'-1" 4'-6" 4'.0" 12'-0' 10'-7" 94" 8'-3" 1500 9,-Y, 7'-10" 6,-11" 6,-2" 12'-0• 12'-0• 12'-0• 12'-0• 2000 12'-0' 10'-7" 9'-4" 8'-3" 1 12'-0' 12'-0' 1 12'-0" 12'-0' 2500 12'-0' 12'-0° 11'-9" 10'-5" 12'-0° 12'-0' 12'-0' 12'-0' 3000 12'-0° 12'-0' 12'-0° 12'-0' 12'-0° 12'-0' 12'-0° 12'-0' PERIMETER (SEE NOTE 2) 40 1000 3,-10" 3'$" 3'-2" 2,-9„ 8'-0• 61-9" 6,-6„ 5,-8" 1500 5'-11" 5'-0" 4'-10" 4'4" 8'-01 8'-0° 8,-0• 1 8 -- 2000 8'-0' 6'-9" 6'-6" 51-8" 8'-0° 8'-0' 8'-0° 8'-0° 2500 '-0° - '-2" 8.-0. 8'-0°81-01- 3000 8'-0' 8'-0" 8'-0° 8'-0' 8'-0° 8'-0° 8'-0° 8'-0' TABLE 2.1 PIER SPACING TABLES - FIXED SIZE FOOTING PAD I -BEAM PIERS WITH PERIMETER BLOCKING - SEE NOTE (1) PIERROOF LOCATION LIVE LOAD PS PIER SPACING FOOTER LOAD POUNDS 12 -WIDE 14 -WIDE 16 -WIDE 18 -WIDE I -BEAM • 20 4'-0' 6'-0' 81.0. 101- 0° 965 1450 1925 2405 1060 1585 2115 2645 1150 1715 2285 2860 1240 1855 2475 3095 CENTERLINE PIERS FOR DOUBLEWIDES SEE NOTE 3 12'-0° 2890 3170 3430 3710 12 -WIDE 14 -WIDE 16 -WIDE 18 -WIDE PERIMETER (see Note2) 20 4'-0' 1190 1360 1550 1760 2055 2475 2860 3280 6'.0' 1780 2035 2325 2640 3080 3710 4290 4920 8'-0' 2375 2715 3100 3520 4110 4950 5720 6560 I -BEAM •1 30 4'- 0' 6'-0' 81-01 101-01 965 1450 1925 2405 1060 1585 2115 2645 1150 1715 2285 2860 1240 1855 2475 3095 CENTERLINE PIERS FOR DOUBLEWIDES SEE NOTE 3 12'-0' 2890 3170 3430 3710 12 -WIDE 14 -WIDE 16 -WIDE 18 -WIDE PERIMETER (see Note2) 30 4'-0' 1475 1670 1900 2150 2520 3020 3480 3980 6'.0- 2210 2505 2850 3225 3780 4530 5220 5970 8'-0' 1 2950 3340 3800 4300 5040 6040 6960 7960 -BEAM • 40 4'-0' 6'-0° 81-01 101- 0° 965 1450 1925 2405 1060 1585 2115 2645 1150 1715 2285 2860 1240 1855 2475 3095 CENTERLINE PIERS FOR DOUBLEWIDES SEE NOTE 3 12'-0° 2890 3170 1 3430 3710 12 -WIDE 14 -WIDE 16 -WIDE 18 -WIDE - PERIMETER (see Note2) 40 4'-0° 1760 1985 22502540 2990 3570 4100 4680 6'- 0° 2640 2975 3375 3810 4480 5350 6150 7020 8'-0' 3520 3970 4500 5080 5975 7135 8200 I QIro— Section 3, Blocking and Leveling Page 3 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 3 — BLOCKING AND LEVELING PROCEDURE GENERAL NOTES AND TABLES Notes for Tables 2 and 2.1 1. Maximum I -Beam pier spacing as shown in Table 2 above for fixed size footing pads, or adjusted to larger area footing pads based on loads in Table 2.1. For either case, the maximum I -Beam pier spacing is 8'-0" for 8" I-beam chassis, 10'-0" for 10" I -Beam and 12'-0" for 12" I -Beam chassis. 2. Perimeter pier spacing as shown in Table 2, or adjusted to larger footing pads per loads in Table 2. 1, but in no case greater than 8'-0". 3. When perimeter piers are required, additional piers must be installed along the mating line of multiple section units where mating walls exist. Piers are not required in open span areas. Where mating walls exist on one section only, the maximum spacing is the same as the perimeter spacing as determined in 1 and 2 above. Where mating walls are directly opposite to each other (one on each section), the maximum spacing is half the perimeter spacing, or as determined for combined loading in table 2.1 above. These piers are in addition to the piers located at open span area columns.(see also Section 4) 4. The distance between any adjacent piers may deviate from the listed spacing by 10%, so long as the overall average distance between piers is equal to or less than the listed spacing. 5. See footer details in Section 2 for double footer configurations. 6. For 2x10 min. lumber footers, use pier spacing tabulated in the 16xl6x4 column. Refer also to lumber footer configurations and requirements in Section 2 of this manual. 7. All the above requirements must be adhered to when a min. 4" thick slab is installed. For pier spacing on the slab, the double 16x16x4 column may be used. The slab may count as the bottom layer of required pads as shown in Section 2. Special designs are required for slabs located in areas prone to frost heave. Special designs are also required for `ribbon' footing designs. 8. For 500 PFS soil, size the footing according to the pier load table in Section 4. 9. Example for using Alternate Tables 1.1 and 2.1: alternate pad desired has 1800 LBS bearing capacity in 1000 PSF soil. The home is a 14 wide to be installed in the 20 PSF roof load zone using perimeter blocking. a) In Table 2. 1, find the column for a 14 wide floor. b) Going down the column find a load which is equal to or less than the pad capacity of 1800 LBS. make sure to line up with the appropriate roof load (20 or `South' zone). c) From the table, read maximum spacing for I -Beam piers. Load at 8'-0" pier spacing is 2115Lbs, NO GOOD since pad capacity is 1800 LBS max. Load at 6'-0" is 1585lbs, OK since less than pad capacity. 4 I -Beam piers may be at max. 6'-0" d) Repeat procedure for perimeter piers. Load at 6'-0" is 2035 LBS > 1800 LBS+ No Good Load at 4'-0" is 1360 LBS < 1800 LBS 4 OK FOOTING CAPACITY TABLE (POUNDS) FOOTING SIZE in. 500 1,000 SOIL CAPACITY PSF 1,500 2,000 2,500 3,000 16 x 16 x 4 600 1 490 2 377 3,265 4,154 5,150 16 x 32 x 4 1,490 3,266 4,743 6,289 7,500 8,681 18x 18 x 4 835 1 960 3,085 4 192 5,317 6 442 20 x 20 x 4 1 090 2,490 3,877 5,228 6,617 8,006' 24 x 24 x 6 1,700 1 3,710 5 710 7,555 9,555 11,329- 1,329.30 30x 30 x 61 2,835 1 5,960 9,085 11,706` 14,831' 17,956' Notes: 1. Footers for loads exceeding 10,000LBS, or for the condition indicated by `*', require double stacked block piers (see pier `B' and pier `C'). 2. 16x32x4 footer consists of double stacked 16x16x4. See footer details. 3. For double 2x10 min. lumber footings, use the loads tabulated for 18x18x4 footers. 4. These footing loads are also applicable when an. equal thickness of slab is installed. 5. Premanufactured footers may alternatively be used within the terms of their approval and max. load capacity. Section 3, Blocking and Leveling Page 4 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 3 - BLOCKING AND LEVELING PROCEDURE GENERAL NOTES AND TABLES Column Loads: the following tables may be used to determine column loads when a load and pier diagram was not provided with the home. Make sure to use the Table corresponding with the roof load zone the home is installed in. NOTE: Column loads are for individual sections. Loads for adjacent columns (one each section, directly across from each other), must be added together. RIDGE BEAM MAIN I -BEAM COL G COL F COL E COLD DIST X T DIST X COL C COL B Example: A 26 wide consisting of a 12 & 14 wide section is installed in Roof Load Zone SOUTH. Determine total loads for COL A, B, and C. Span "A" = 12 ft, Span `B" = 10 ft. COL A: Span "A" to COL B is 12 ft. From table below for "SOUTH" zone, the load for the 12 wide is 1050 lbs. and for the 14 wide, 1230 lbs. Total Load for COL A =1050+1230=22801bs. COL B: Since COL B carries the loads from SPAN "A" and `B", the total span is 22 ft. Checking the table (SOUTH) for a 22 ft span on a 12wide, the load is 2041lbs. The load for the 14 wide section is 2391 lbs., for a combined total load at COL B of 4432 lbs. COL C: Span `B" to COL C is 10 ft. From table below (SOUTH), the load for the 12 wide section is 991 lbs. and 1161 lbs. for the 14 wide section. Total load for COL C =991+1161=2152 lbs. The remainders of the column loads in this example are determined the same way as COL C. DISTANCE X" must be added to the span distance when perimeter blocking is required by design, in addition, add 500 lbs. to each side as well. Marriage line column loads for Roof Load Zone SOUTH 20 PSF WALL MORE THAN thin IN WIDTH Max. Marria a wall o enin ft COLUMN POST OR WALL, LESS THAN 16in IN WIDTH. max. DOOR PAN "D section SPAN °C° 6 08 O EN'G 10 12 14 16 PAN "B" SPAN °A° 22 24 width LESS width in THAN 48" IN WIDTH �J 466 _t 816 991 1166 MAIN I -BEAM COL G COL F COL E COLD DIST X T DIST X COL C COL B Example: A 26 wide consisting of a 12 & 14 wide section is installed in Roof Load Zone SOUTH. Determine total loads for COL A, B, and C. Span "A" = 12 ft, Span `B" = 10 ft. COL A: Span "A" to COL B is 12 ft. From table below for "SOUTH" zone, the load for the 12 wide is 1050 lbs. and for the 14 wide, 1230 lbs. Total Load for COL A =1050+1230=22801bs. COL B: Since COL B carries the loads from SPAN "A" and `B", the total span is 22 ft. Checking the table (SOUTH) for a 22 ft span on a 12wide, the load is 2041lbs. The load for the 14 wide section is 2391 lbs., for a combined total load at COL B of 4432 lbs. COL C: Span `B" to COL C is 10 ft. From table below (SOUTH), the load for the 12 wide section is 991 lbs. and 1161 lbs. for the 14 wide section. Total load for COL C =991+1161=2152 lbs. The remainders of the column loads in this example are determined the same way as COL C. DISTANCE X" must be added to the span distance when perimeter blocking is required by design, in addition, add 500 lbs. to each side as well. Marriage line column loads for Roof Load Zone SOUTH 20 PSF Section 3, Blocking and Leveling Page 5 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. COL A Max. Marria a wall o enin ft Nominal max. section 4 6 8 10 12 14 16 18 20 22 24 width width in 12 wide 140 466 641 816 991 1166 1341 1516 1691 1866 2041 2216 14 wide 164 1 546 751 956 1161 1360 1571 1776 1981 2186 2391 2596 16 wide 186 620 852 1085 1317 1550 1782 2015 2247 2480 27122945 18 wide 210 700 962 1225 1487 1750 2012 2275 2537 2800 3062 3325 Section 3, Blocking and Leveling Page 5 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. COL A SECTION 3 - BLOCKING AND LEVELING PROCEDURE GENERAL NOTES AND TABLES . Column Load Tables continued..... Marriaoe line column loads for Roof Load Zone MIDDLE 30 PSF Marriage line column loads for Roof Load Zone NORTH 40 PSF Max. Marria a wall o enin ft Nominal max. section 4 6 8 10 12 14 16 18 20 22 24 width width in 12 wide 140 622 855 1089 1322 1555 1789 2022 2255 2489 2722 2955 14 wide 164 728 1002 1275 1548 1822 2095 2368 2642 2915 3188 3462 16 wide 186 826 1136 1446 1756 2066 2376 2686 2996 3306 3616 3926 18 wide 210 933 1283 1633 1983 2333 2683 3033 3383 3733 4083 4433 Marriage line column loads for Roof Load Zone NORTH 40 PSF Section 3, Blocking and Leveling Page 6 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. Max. Marria a wall opening ft Nominal max. section 4 6 8 10 12 14 16 18 20 22 24 width width in 12 wide 140 777 1069 1361 1652 1944 2236 2527 2819 3111 3402 3694 14 wide 164 911 1252 1594 1936 2277 2619 2961 3302 3644 3986 4327 16 wide 186 1033 1420 1808 2195 2583 2970 3358 3745 4133 4520 4908 18 wide 210 1166 1603 2041 2478 2916 3353 3791 4228 4666 5103 5541 Section 3, Blocking and Leveling Page 6 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. 2'-0' 7 MA SECTION 4 - MULTI WIDE INSTALLATION MAIN I -BEAM SUPPORT BLOCKING PER TABLE 1 OR TABLE 2, IF PERIMETER BLOCKING IS REQUIRED USE MULTIPLE PIERS TO PROVIDE ADEQUATE FOOTING AREA FOR COLUMN LOADS EXCEEDING SOIL BEARING CAPAPCITY. , PERIMETER BLOCKING AT DOOR OPENINGSLESS THAN 4'-0' REQUIRED ONLY TO MAKE NON -OPERATIONAL DOORS, OPERATIONAL CENTERLINE BETWEEN SECTIONS PERIMETER BLOCKING REQUIRED FOR WIND ZONE III III AT EACH SIDE OF EXTERIOR SIDEWALL OPENINGS (WINDOWS, DOORS, ETC.) GREATER THAN 4'-0'. WHEN MORE THAN TWO WINDOWS ARE SIDE BY SIDE, ADD PIER(S) 7-0' WINDOWS AS WELL MAXF �EN � SINGLE PIER SUPPORTS AT COLUMNS NOT TO EXCEED SOIL BEARING CAPACITIES (SEE TABLES). PER APPLICABLE MAX' TABLES WITH OR WITHOUT PERIMETER BLOCKING. NOTES: 1.) The above detail is meant to be typical. For model specific pier locations, perimeter blocking requirements (if applicable), refer to the DATA PLATE and pier plans supplied with the home. 2.) Pier spacing is based on each section's floor width, I-beam spacing and Roof Load Zone and soil bearing capacity. Refer to applicable tables in this manual. 3.) For piers required at sidewall for openings larger than 4'-0", use a minimum 16x16x4 footer or equivalent. 4.) To determine the locations of centerline columns and the associated loads with these locations, refer to the model specific pier- or floor plan, included with this manual. If a specific pier- or floor plan has not been provided, use the column span tables in Section 3. If not already identified on the perimeter joist at the marriage line, mark these locations on the bottom of the interior perimeter joist with a nail or light color chalk or paint, so that they can be easily visible under the home after the sections are put together. Use the FOOTING CAPACITY table in Section 3 to determine the correct footing size for the associated load at the marriage line. EXAMPLE: A 14 -wide section without perimeter blocking may, per print, have a 4000 lbs. column load at the marriage line. If the soil capacity at the installation site is 2000 PSF, in the FOOTING CAPACITY table read down the 2000 lbs. column until the footing capacity meets or exceeds the 4000 lb. load. The associated footing size in this example is an 18" x 18" x 4"footing (4192lbs),If the soil bearing capacity were 2500 lbs. or higher, a 16" x 16" x 4" footing would be sufficient at the 4000 lbs. column condition. Section 4, Multi Wide Installation, Page 1 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. FOR WIND ZONE III III IF PERIMETER BLOCKING IS REQUIRED, J -MAIN 143EAM AAND INSTALLATIONS, A PIER IS REQUIRED UNDER THE'SHEARWALLS' WHERE THEY INTERIOR PERIMETER RAIL BLOCKING IS JJ ATTACH TO THE SIDEWALL SHEARWALLS ALSO REQUIRED AT CENTERLINE. SPACING AREINDICATED AS DARKENED -IN TO 12 THAT OF EXTERIOR PERIMETER WALLS ON THE FLOOR PLAN. BLOCKING, BUT ONLY UNDER MARRIAGE WALLS. 1-1 . I IL-1 II L-1 I II M777 TABLE SEE TABLE PERIMETER BLOCKING SPACING I- • ■ : -I (IF REQUIRED) APPLICABLE TABLES I I I I I � _ROOF RIDGE CENTER LINE IPER I METER BLOCKING REQUIRED ACH SIDE OF RECESSED ENTRIES OR OFFSETS 'I I AND/OR PORCH POST LOCATIONS. MAIN I -BEAM L_ I I I i i U9 FLOOR WIDTH 14WIDEMAX. IF PERIMETER CMAIN fF_�________■___�___■________�__Il FORCUNIT. PER APPLICABLE MAX' TABLES WITH OR WITHOUT PERIMETER BLOCKING. NOTES: 1.) The above detail is meant to be typical. For model specific pier locations, perimeter blocking requirements (if applicable), refer to the DATA PLATE and pier plans supplied with the home. 2.) Pier spacing is based on each section's floor width, I-beam spacing and Roof Load Zone and soil bearing capacity. Refer to applicable tables in this manual. 3.) For piers required at sidewall for openings larger than 4'-0", use a minimum 16x16x4 footer or equivalent. 4.) To determine the locations of centerline columns and the associated loads with these locations, refer to the model specific pier- or floor plan, included with this manual. If a specific pier- or floor plan has not been provided, use the column span tables in Section 3. If not already identified on the perimeter joist at the marriage line, mark these locations on the bottom of the interior perimeter joist with a nail or light color chalk or paint, so that they can be easily visible under the home after the sections are put together. Use the FOOTING CAPACITY table in Section 3 to determine the correct footing size for the associated load at the marriage line. EXAMPLE: A 14 -wide section without perimeter blocking may, per print, have a 4000 lbs. column load at the marriage line. If the soil capacity at the installation site is 2000 PSF, in the FOOTING CAPACITY table read down the 2000 lbs. column until the footing capacity meets or exceeds the 4000 lb. load. The associated footing size in this example is an 18" x 18" x 4"footing (4192lbs),If the soil bearing capacity were 2500 lbs. or higher, a 16" x 16" x 4" footing would be sufficient at the 4000 lbs. column condition. Section 4, Multi Wide Installation, Page 1 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 4-= MULTI WIDE INSTALLATION NOTE: For 16" x 16" x 4 precast concrete footings not meeting capacity requirements, two piers may be used. For single stacked block piers (less than 10,000-1b loads), place piers no more than 1" apart and parallel to rim joists or use of multiple pads to equal square inches of footer listed in the " Footing Capacity Table". STEP 1. Remove the plastic used to close up the home. From the shipping supports, remove any gussets that may be applied over the perimeter joist. Do not remove the support itself. STEP 2. Position the heavier section of the home in the desired location. Carefully bring the lighter section as close as possible to the heavy, section. We strongly recommend that the installer use a mechanical roller system specifically engineered for manufactured homes to help facilitate the safe moving of the sections during set up. STEP 3. Use the hitch jack to obtain approximate leveling of the heavy section of the home, placing pier supports under the main I -Beams no more than 24" from the front cross member (measured from the center of the pier to the outside edge of the front cross member). Use a 1x6 or 2x6 between the I -Beam and the concrete cap to prevent cracking of the blocks or cap (see pier details). STEP 4. Jack up one side of the heavy section in the axle area with at least one jack in front of the axles and another jack behind the axles. Position the additional jacks along that I -Beam, to distribute the load of the home. i MAIN BEAM - 1/8" JACKING PLATE MADE FROM MIN. 18" long C -CHANNEL. SUGGESTED SIZES: C4 X 5.4 LBS/FT or 1/8"N", CS x 6.7 LBS/FT FOR wide k�N�,'FLANGE BEAMS). 1/4" X 1 1/2" X 1/8" MIN. PLATE RND. PIPE (WITH 1/8" MAX. CLEARANCE FOR JACK HEAD) X 1" APPDX. DEPTH. To prevent crippling of the I-beam web and help distribute the load, use steel channels or angles (see example). Carefully operate all jacks simultaneously to prevent excessive stress to the home and raise this side slightly, higher than the desired elevation. Place pier supports in front of and behind the axles. If the spacing of these piers exceeded the required spacing indicated in Table 1 or 2, add a pier between the two axle piers. Removal of one or more axles may be necessary to comply with pier spacing requirements. Do not install piers under axles or at spring hanger locations. STEP 5. Repeat STEP 4 on the other I- beam of this section. STEP 6. Place the remaining supports under the main I -Beams maintaining proper spacing, and support sizing previously determined. Also, ensure that the centerline of the rear pier .supports are located within 24" of the rear of the home (See' typical multi wide pier x - section in the beginning of the section). Section 4, Multi Wide Installation, Page 2 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 4 - MULTI WIDE INSTALLATION STEP 7. Level the floor of the heavy section by jacking. The solid concrete cap at the top of each pier should be within 2" of the main I -Beam or perimeter joist. Use combinations of 2", 4" and 8" blocks to achieve this condition. Using a water level, adjust the level of the floor by shimming between the concrete pier cap and the main I -Beams with 1x6 and/or 2x6 wood plate(s) and/or wedge-shaped wood shims if necessary. Wood shims must be at least 4 wide and 6" long and cannot exceed 1" in thickness. Shims must be driven tight perpendicular to the I -Beams (see also typical pier details). This shimming method may also be used for perimeter piers. STEP 8. Install the piers required under the center beam columns to support the roof load of the home. These column locations, loads and footings sizes were determined in the beginning of this section. If you identified these locations on the bottom of the interior perimeter joists with paint or chalk as recommended in that step, then place the appropriate piers at the corresponding column locations. Again, the solid concrete cap at the top of each column - supporting pier should be within 2" of the interior perimeter joist. Use combinations of 2", 4" and 8" blocks and concrete caps to achieve this condition. Shim between the concrete cap and the perimeter joist with lx6 and/or 2x6 wood plate(s) and/or wedge-shaped wood shims if necessary. Wood shims must be at least 4" wide and 6" long and cannot exceed 1" in thickness. Shims must be driven. tight and perpendicular to the perimeter joist. Total thickness of the combined plates and shims should not exceed 3 1/4 inches. At all points along the marriage line perimeter joist, the elevation of the lower edge of the MARRIAGE WALL AT CENTERLINE MAY BE DOUBLE OR SINGLE. FLOOR DECKING TRANSVERSE FLOOR JOISTS MAIN 1 -BEAM INTERIOR CROSSMEMBER GROUND LEVEL ADDITIONAL PIER SUPPORTS ARE - SEE APPLICAE REOUIRED UNDER EACH COLUMN PIER DETAILS SUPPORT. perimeter joist should be within 3/8" and should not deviate more than 3/4" overall as measured by water level. In some cases, a column may be required at one or both ends of the unit (i.e.: opening in marriage wall, endwall framing only). The column pier may then be installed within 8" of the endwall, measured as shown. 8'— MAX. "—MAX. EXTERIOR ENDWALL COLUMN Anchor Bracket(s) 16" max. 16"max.ctrofcolumn / to ctr of bracket 1/ MAIN I -BEAM �-- GROUND LEVEL COLUMN PIER @ END OF UNIT SET BACK A MAX. OF 8" AS SHOWN. For Wind Zones II and III, in addition to the column piers, column anchors are required as well. The locations of these anchors are indicated by bracket(s) attached to the perimeter joist at the Section 4, Multi Wide Installation, Page 3 COPYRIGHT© 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 4 - MULTI WIDE INSTALLATION factory as shown in the details above and below. For ease of anchor installation, locate these brackets now and install anchors directly below them, or angled back towards the main beams 30-40 degrees to avoid pier pad(s). Note: Brackets may be installed on either unit. Be sure to check column bracket locations on all sections and install the necessary anchors prior to locating the next section (see also Section 7). pi� Of Gd'O o P� FACTORY INSTALLED COLUM ANCHOR BRACKETS CONNECT TO ANCHOR(S) AND STRAP(S) SUPPLIED BY OTHERS. \ 0 a a (4) o w IN ,r When perimeter blocking is required, install piers along the outer perimeter of the units spaced as required per Table 2 in Section 3 of this manual. Install the piers as shown in the following detail. In addition to the piers along the outer perimeter, piers must also be installed EXTERIOR SIDEWALL FLOOR DECKING MAIN I -BEAM INTERIOR CROSSMEMBER 8' - MAX.SEE APPLICABLE F7 PIER DETAILS I GROUND LEVEL PERIMETER PIER MAYBE FLUSH WITH EDGE OF FLOOR OR SET BACK A MAX. OF 8' AS SHOWN. along the mating line under marriage walls. Because they carry the load of two sections, the spacing is half the distance of the spacing required for exterior walls. Perimeter piers are NOT required under open spans along marriage line. For Wind Zone II and III installations, additional piers are required under shearwall ends, where they attach to the sidewalls. Shear walls are indicated on the floor plans as darkened (filled-in) interior wall sections. See also typical pier diagram on page 1 of this section. STEP 9. To limit air infiltration, a continuous gasket was installed at the factory. Before the sections are joined, carefully check for any voids that may exist in the gasket. It is important to repair these voids BEFORE the units are connected together as those areas may become inaccessible after the sections are joined. Failure to repair will result in excessive air infiltration and possible condensation. To repair or replace missing gasket, use caulking, foam tape or spray or other suitable materials. STEP 10. Using a mechanical roller system, slowly move the floor of the lighter section to meet the heavier section and align all walls and floors. Using the procedures described in Steps 4 through 7, block and level the light section of the home. Floors, ceilings and walls should meet along the entire marriage line. Once again, all contact areas must be checked for possible voids in the gasket and sealed as necessary. Under no condition should gaps larger than 3/4" be allowed between any of the framing members. Section 4, Multi Wide Installation, Page 4 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 4 - MULTI WIDE INSTALLATION STEP 11. Fasten the floors together with lag screws or wood screws as provided with the parts shipped loose in the home per the following details: For Wind Zone I: 32" 32" 8" (24") (24') (6") yI II 1 I G 32" 32" 24" LAGS (24") (24") (12") SCREWS RIM JOIST @ 5116° OR 3/8" x 4" LAG RIM JOIST @ CENTERLINE SCREWS @ 32-O.C. �� CENTERLINE (OR #10x4" WOOD SCREWS @ 24"O.C.) EACH SIDE STAGGERED INSTALLED FROM BOTTOM UP For Wind Zones II and III: INSTALLED FROM TOPDOWN Imo- 8'-0" OC I I MAX 24" 24" 24" ' 24 6" I 1 1/2"X 26GA STEEL GALVANIZED STRAPS I I I I I I @ 8 -OC MAX WITH 10- 24" I 1124" I 11 24" 11 112 RIM JOIST @ CENTERLINE �- 7/16 X 16GA GALVANIZED STAPLES EACH END OF STRAP (MIN 1" PENETRATION) — ALTERNATE FASTENING: 4 ROOFING NAILS (0.120 DIA MIN) 9 -EACH END W/MIN 1 1/2" LEGS OR - #8x1 112 WD SCREWS 4 -EA END. 418 - LAGS ]SCREWS #10 X 4" OR 114"X 4" LAG RIM JOIST @ SCREWS @ 24-O.C. CENTERLINE MAX. EACH SIDE STAGGERED INSTALLED FROM TOP OR BOTTOM OR AS SHOWN. - I I I x x Section 4, Multi Wide Installation, Yage COPYRIGHT U 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 4 - MULTI WIDE INSTALLATION STEP 12. Align the ceiling beams, interior walls and the top corners of the front and rear end walls. (Ceiling jacks may be required to align the center beams.) Start a cross -lagging procedure through the center beam of the light section and into the center beam of the heavy section at the spacing indicated in the detail below. The length of the fastener indicated above is minimum and may be longer as needed. Use the same connection requirements for triple wide center section to outer section roof connections. #10 X 5' WOOD SCREWS OR 1/4'X 5' LAG SCREWS OR 3/8 X 5 LAGS \ (STAGGERED) INTO OPPOSITE HALF OF RIDGEBEAM � APPROX 45' 45 ° 40' 1 40' 1 40' 1 40' 24' r:aa af�trAtrn 36'1 40' T 40' i 40' T 9 24' P 24' i 24' i 18' REAR/FRONT OF HOME FRONT/REAR OF TOP VIEW OF ROOF STEP 13. Secure the front and the rear end walls studs together from the exterior side with #8 or #10 x 3" screws or 16d nails both at 8" O.C. or 5/16" lag screws at 12" O.C.. Again, make sure the gasket along the end wall studs is continuous and without voids. Repair any voids and/or missing gaskets, by adding caulk, foam or other suitable materials. Where vinyl lap siding is used, tape the joint in the sheathing between the sections with tape. The vertical center. beam shipping supports or walls may now be removed. Factory gasket 8' o/c max.for screws or nails. 12' o/c max. for 5/16' lags. Fasteners may be toed. Thermoply, Tape, Bottom Board or equivalent. Required only to repair voids or missing gasket. STEP 14. Perimeter supports are required under any sidewall offset or recessed condition. Supports may be necessary at areas that are subject to extra weight or vibration such as laundry areas under the washer and dryer, and refrigerators or masonry front fireplaces that are located between the main I-beam and a perimeter joist. Install perimeter supports at exterior door openings that are less than 4'-0", unless door operates smoothly. Install perimeter supports at both sides, of all exterior sidewall (not applicable to end walls) openings greater than 4'-0", such as large windows or a group of windows, sliding or French doors. STEP 15. Using the water level, check the level of all piers and adjust if necessary. At all points along the I -Beam, the elevation of the lower flange of the I -Beam should be within 3/8" and should not deviate more than 3/4" overall as measured by water level. Section 4, Multi Wide Installation, Page 6 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. MAXIMUM SPACING USING: 3/8 X 5 LAGS ONS nR 40' 1 40' 1 40' 1 40' 24' r:aa af�trAtrn 36'1 40' T 40' i 40' T 9 24' P 24' i 24' i 18' REAR/FRONT OF HOME FRONT/REAR OF TOP VIEW OF ROOF STEP 13. Secure the front and the rear end walls studs together from the exterior side with #8 or #10 x 3" screws or 16d nails both at 8" O.C. or 5/16" lag screws at 12" O.C.. Again, make sure the gasket along the end wall studs is continuous and without voids. Repair any voids and/or missing gaskets, by adding caulk, foam or other suitable materials. Where vinyl lap siding is used, tape the joint in the sheathing between the sections with tape. The vertical center. beam shipping supports or walls may now be removed. Factory gasket 8' o/c max.for screws or nails. 12' o/c max. for 5/16' lags. Fasteners may be toed. Thermoply, Tape, Bottom Board or equivalent. Required only to repair voids or missing gasket. STEP 14. Perimeter supports are required under any sidewall offset or recessed condition. Supports may be necessary at areas that are subject to extra weight or vibration such as laundry areas under the washer and dryer, and refrigerators or masonry front fireplaces that are located between the main I-beam and a perimeter joist. Install perimeter supports at exterior door openings that are less than 4'-0", unless door operates smoothly. Install perimeter supports at both sides, of all exterior sidewall (not applicable to end walls) openings greater than 4'-0", such as large windows or a group of windows, sliding or French doors. STEP 15. Using the water level, check the level of all piers and adjust if necessary. At all points along the I -Beam, the elevation of the lower flange of the I -Beam should be within 3/8" and should not deviate more than 3/4" overall as measured by water level. Section 4, Multi Wide Installation, Page 6 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 5 - SINGLE SECTION INSTALLATION MAIN I -BEAM SUPPORT PERIMETER BLOCKING AT DOOR BLOCKING PER TABLE 1 OPENINGS LESS THAN 4'-0' OR TABLE 2, IF PERIMETER BLOCKING IS REQUIRED REQUIRED ONLY TO MAKE 2•.0" NON -OPERATIONAL DOORS, MAX OPERATIONAL. FOR WIND ZONE II AND III INSTALLATIONS, A PIER IS REQUIRED MAIN I -BEAM UNDER THE 'SHEARWALLS' WHERE THEY ATTACH TO THE SIDEWALL. SHEARWALLS ARE INDICATED AS DARKENED -IN WALLS ON THE FLOOR PLAN. PERIMETER BLOCKING SPACING (IF REQUIRED) PER APPLICABLE TABLES PERIMETER BLOCKING REQUIRED AT EACH SIDE OF EXTERIOR SIDEWALL OPENINGS (WINDOWS, DOORS, ETC.) GREATER THAN 4'-0'. WHEN MORE THAN TWO WINDOWS ARE SIDE BY SIDE, ADD PIER(S) 2 -1 - BETWEEN WINDOWS AS WELL. — RECESSED ENTRY PERIMETER BLOCKING REQUIRED AT EACH SIDE OF RECESSED ENTRIES OR OFFSETS NOTES: 5.) The above detail is meant to be typical. For model specific pier locations, perimeter blocking requirements (if applicable), refer to the DATA PLATE and pier plans supplied with the home. 6.) Pier spacing is based on floor width, I-beam spacing and Roof Load Zone and soil bearing capacity. Refer to applicable tables in this manual. 7.) For piers required at sidewall for openings larger than 4'-0", use a minimum 16x16x4 footer or equivalent. STEP 1: Review the requirements of Section 2 and 3 STEP 2: Position the home in the desired location. STEP 3: Use the hitch jack to obtain approximate leveling of the unit, placing pier supports under the main I -beams no more than 24" from the front cross member (measured from the center of. the pier to the outside edge of the front cross member). Use a pressure treated, hardwood or SYP 1x6 or 2x6 between the I-beam and the concrete cap to prevent cracking of the blocks and/or cap. STEP 4: Jack up one side of the unit in the axle area, with at least one 12 -ton jack, in front of the axles and another Section 5, Single Section Installation Page jack behind the axles. Position additional jacks along that main I-beam to distribute the load of the home. To prevent crippling of the I-beam web and help • distribute the load, use steel channels or angles (see example). MAIN BEAM VV JACKING PLATE MADE FROM MIN. 18" long C -CHANNEL. SUGGESTED SIZES: C4 X 5.4 LBS/FT or 1/8" \ C5 x 6.7 LBS/FT FOR wide FLANGE BEAMS). 114"X 1 1/2"X 1/8" MIN. PLATE RND. PIPE (WITH 1/8" MAX. CLEARANCE FOR JACK HEAD) X 1" APPDX. DEPTH. 1 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 5 -.SINGLE SECTION INSTALLATION Carefully operate all jacks simultaneously to' prevent excessive stress to the unit and raise this side slightly higher than the desired elevation. Place pier supports in front of and behind the axles. If the spacing of these piers exceeds the required spacing indicated in Table 1 or 2 as determined in Section 3, add a pier between the two axle piers. Removal of one or more axles may be necessary to comply with pier spacing requirements. Do not install piers under axles or at spring hanger locations. STEP 5: Repeat STEP 4 on the other main I-beam of the unit. STEP 6: Place the remaining supports under the main I -beams, maintaining proper spacing and support sizing previously determined in Sections 2 and 3. Also ensure that the centerline of the rear pier supports are located within 24" of the rear end of the unit. STEP 7: Level the floor of the home by jacking. The solid concrete cap at the top of each pier should be within 2" of the main I-beam or perimeter joist. Use combinations of 2", 4" and 8" blocks to achieve this condition. Using a water level, check the level of all piers and adjust if necessary. Total thickness of the combined plates and shims should not exceed 3 1/4 inches. At all points along the I-beam, the elevation of the lower flange of the I-beam should be ± 3/8" and should not deviate more than 3/4" overall as measured by water level. STEP 8: Tape or repair any punctures or tears in the bottom board that may have occurred during.positioning or jacking of the unit. Section 5, Single Section Installation Page STEP 9: Perimeter supports are required under any sidewall offset or recessed condition. Supports may be necessary at areas that are subject to extra weight or vibration such as laundry areas under the washer and dryer, and refrigerators or masonry front fireplaces that are located between the main I-beam and a perimeter joist. - Install perimeter supports at exterior door openings that are less than 4'4', unless door operates smoothly. Install perimeter supports at both sides of all exterior sidewall (not applicable to end walls) openings greater than 4'-0", such as large windows or a group of windows, sliding or French doors. STEP 10: If the unit is installed in a geographic area where perimeter blocking is, required' (as determined in Section 3), install them at the exterior perimeter joist at this time. The piers may be set back a maximum of 8", as shown in the. detail below. EXTERIOR SIDEWALL FLOOR DECKING MAIN I -BEAM INTERIOR CROSSMEMBER 8" MAX.R F�r SEE APPLICABLE PIER DETAILS GROUND LEVEL PERIMETER PIER MAYBE FLUSH WITH EDGE OF FLOOR OR SET BACK A MAX. OF 8" AS SHOWN. 2 COPYRIGHT © 2000.BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 6 - TAG UNIT INSTALLATION STEP 1: Before attempting to attach the tag unit to the main unit, make sure the main unit has been completely blocked, leveled and anchored. STEP 2: Position the tag unit as close to the main unit as possible, at its intended location. Use the hitch jack to obtain approximate leveling. Install pier supports under the main I -beams no more than 24" from the front cross member. Blocking spacing, pier design and footer sizes are the same as for mother unit. Determine whether the tag and main unit floors are designed to line up or are step down from each other. Adjust the pier heights of the tag unit accordingly. STEP 3: Using a water level, check the level of all piers. At all points along the I -Beam, the elevation of the lower flange of the I-beam should be ±3/8" and should not deviate more than 3/4" overall as measured by water level. STEP 4: If the floor of the tag unit is level with main unit floor, connect the floors together as described in Section 4, Step 9. If the floors are offset from each other, use the following method: TA IIT FLOOR G UNIT FLOOR ` FACTORY INSTALLE 1 1/20 1/2x3/16xl2 OR 1 1/20 1/2x11 GA. ANGLE IRON; TWO EACH END OF TAG UNIT, ONE IN CENTER OF TAG UNIT. STEP 5: Secure the tag unit end wall to the main unit sidewall per the following detail. Depending on the type of siding and/or which wind zone the tag unit was designed for, the sheathing shown in the detail may not be required. If required, the sheathing over the last stud bay was tacked in place for easy on site removal. Once the wall connections are complete, re -install sheathing and complete siding installation. TYP. SIDEWALL STUDS (MAIN MAIN UN WITH MAIN AND TAG UNITS BLOCKED AND LEVELED, SECURE TAG UNITS TO MAIN UNIT AS SHOWN TOE -NAIL THROUGH THE SHEATHING FROM TAG UNITS TO MAIN UNIT WITH #8x4" WD SCREWS GD nn AY A° n f: WALL STUDS I UNITS) THE EXTERIOR SIDING AT EACH END OF THE TAG UNITS IS STAIR STEPPED. THE BOTTOM ROW OF SIDING SHOULD END AT THE NEXT TO LAST TAG UNIT ENDWALL STUD. Section 6, Tag Unit Installation, Page 1 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 6 - TAG UNIT INSTALLATION STEP 6: Depending on which factory your home was built at, use the applicable option below, to complete the tag unit to main unit roof transition. OPTION A: With the tag units -set, floor and wall connections complete, gently fold up the main unit dormer fascia. Slide underlayment and flashing from tag unit roof, behind the fascia. Bend the fascia back down and secure into subfascia with metal screws. (SHINGLES NOT SHOWN ON MAIN UNIT FOR CLARITY) -- DRIP EDGE /FASCIA MAIN UNIT FACTORYINSTALLED DORMER FLASHING UNDERLAYMENT OVER ROLLED ROOFING CARRIED UP INTO DORMER SUB -FASCIA MIN. 3' FACTORY INSTALLED FLASHING FASCIA SHINGLES TAG UNIT ROOF DISTANCE BETWEEN MAIN UNIT DORMER AND TAG UNIT ROOF MAY VARY. TAG UNIT I III MAIN UNIT TRUSS DORMER TRUSS OPTION B: Option B is used when the gap between the main unit - dormer overhang and the tag unit roof is greater FACTORY UNDERLAYMENT INSTALLED CARRIED UP INTO DORMER SUB -FASCIA FLASHING SHINGLES DISTANCE BETWEEN MAIN UNIT DORMER AND TAG UNIT ROOF MAY VARY. / MIN. 1/4' TO MAX OF 2'. , TAG UNIT J TRUSS MAIN UNIT DORMERTRUSS Section 6, Tag Unit Installation, Page 2 than 2". Bend up the inside corner trim at the dormer overhang and main unit sidewall. Fold up the factory installed flashing on the tag unit roof. Fold the inside corner trim back down and secure into dormer wall with metal screws. 1 OPTION C: Option C is used for `flush' transition between main unit dormer and the roofs of the tag units. A small portion of the dormer and the ends of the tag unit roofs, will be required to be shingled on site. Metal flashing (min. 30ga x min. 6" wide) must be installed over the joint between the dormer and tag unit roofs. Secure the flashing.to the roof decks on both dormer and tag unit roofs, with roofing nails or 16ga staples with a 1" crown and long enough to penetrate the roof decks. Either fastener used, must be spaced at minimum 2" on center near the edge of the metal. Any seams in the metal must overlap at least 2" Complete shingle and ridge cap installation. ONCE UNITS ARE JOINED TO MAIN UNIT, INSTALL 30GA GALAVNIZED STRAP OVER ROOF SHEATHING JOINT AND COMPLETE SHINGLE APPLICATION. i n� TAG UNI - ADDITONAL BLOCKS REQUIRED MAIN UNIT FLOOR ® OPENINGS IN MAIN UNIT SIDEWALL EXCEEDING 4'-0' NOTE: There are no other connections necessary from tag to main unit roof, for either of the options. 11 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 - ANCHORING Federal Regulations require that Palm Harbor Homes provide an approved anchoring system, designed to transfer the design wind loads from the home to ground anchors. These anchoring devices are not provided by Palm Harbor Homes. Companies such as Tie Down Engineering, Inc., or Minute Man Anchors, Inc. as well as other comparable companies may be contacted to obtain approved anchoring equipment. To locate the nearest supplier of Tie Down Engineering, call toll free 1-800-241-1806 (www.tiedown.com). To locate the nearest supplier of Minute Man Anchors, call toll free 1-800-438-7277. Other anchoring systems are acceptable provided that the system has been designed by a registered professional engineer, or approved for the use intended by local authority having jurisdiction, and installed in accordance with those approved plans and specifications. Some State and/or Local zoning ordinances and/or State or local building codes may not require any anchoring systems, or may require additional anchoring requirements, based on the design wind loads prevalent in their respective areas. When the requirements are less stringent than those detailed in this manual, we suggest you follow the details in the manual. Consult with your installation contractor and/or dealer for any additional cost, if any. Palm Harbor Homes, Inc. claims no responsibility for the products used in setting up our homes unless we specifically supply these products. All anchoring devices must be installed in accordance with their listing. If your home (single- or multi -section) is designed for and installed in Wind Zone I, as previously determined from the Wind Zone Design Map in Section 1 and the DATA PLATE, only diagonal tie - down straps (a.k.a. "frame ties") are required, but, if vertical ties are factory installed, they must be connected to an approved anchor. Anchors and tie -downs are designed to prevent your home from sliding off the piers. To determine the number and spacing of the anchors and straps, refer to the tables in this section based on Wind Zone, unit width, pier height, anchor capacity and strap attachment. The tables are separated in the following categories: a) Single and Multi section units installed in Wind Zone I: TABLE 3 to 3.2 b) Single section units installed in Wind Zones II & III: TABLES 4.1 to 4.2 c) Multi section units installed in Wind Zones II & III: TABLES 5.1 to 5.2 d) Multi section, offset units Table 3.3 Wind Zone 1 Table 5.3 Wind Zone II&III Material specifications: 1.) Strapping: Type 1, Finish B, Grade 1, min.. 1 1/4" x 0.035" zinc coated (.030 oz. Per sq.ft.), steel strapping, conforming to ASTM Standard Specification D3953(1991 or newer). The minimum working load shall be at least 3150 lbs. and -capable of Section 7, Anchoring, Page 1 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 - ANCHORING withstanding a 50% overload (4725 lbs total). 2:) Anchors: Ground Anchors should be certified by a professional engineer, architect, , and/or nationally recognized testing laboratory, and/or approved by the local authority having jurisdiction. In either case, the minimum working load capacity should be at least equal to 3150 lbs. and capable of withstanding a 50% overload (4725 lbs. total). Anchors should be embedded below the frost line and at least 12" above the water table. 3.) Stabilizing devices: Unless required by the local authority having jurisdiction, approved stabilizing devices (steel plates) and/or other methods (concrete collars) need only be installed to resist lateral movements on anchors connected to diagonal ties only. 4.) Other approved systems: Other' systems, specifically approved by Palm Harbor Homes or by the local authority having jurisdiction, may also be used. Please refer to addenda included with this manual or check with your local building department. STEP 1. a) Determine diagonal tie spacing requirements. If the home is designed and installed in Wind Zone 1, determine from Table 3, the maximum anchor spacing for the unit based on its floor widths and the height from the anchor head to the bottom of the floor. The first anchor from each end must be within 24" of that end. Important: on single section units, anchors MUST be opposite each other. Typ. Multi Wide STRAP SPACING PER APPLICABLE TABLE 2'-0" X X MAX n----- O'----- . , ---�-- X10°max----�----------------- -i. �— MAIN I. LISTED STRAF _7`f� CENT IiRLINE BETWEEN SECTIONS `'� / LONGITUDINAL TIE 10°maX CONNECTED TO APPROVED PIVOT. CONNECTOR Typ. Single Wide STRAP SPACING PER APPLICABLE TABLE 21-01 X X MAX r ------ 10°max ----------- --_ ----- -- ------- y' MAIN I -BEAM LISTED STRAP LONGITUDINAL TIE /10°maX. CONNECTED TO APPROVED PIVOT l CONNECTORS -------- ------ (_ --------------------- - If the unit is designed for Wind Zone II or 'III, the spacing' of the factory installed vertical tie connectors will dictate the maximum spacing of the diagonal 'strap connections. Refer 'to tables 4.1 and 4.2 for single section units and tables 5.1 and , 5.2 for multi section units to determine maximum heights from anchor head to bottom edge of floor based on the" factory installed vertical tie spacing. Section 7, Anchoring, Page 2 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 - ANCHORING b) Determine longitudinal ties required. Longitudinal ties are designed to resist net horizontal wind loads acting STEP 2. Mark all anchor locations to against the end wall of the home. They ensure no interference with other may or may not be required for Wind components such as piers, plumbing or Zones I, 11 or III depending on the heating/cooling ducts. Install anchors per home's length, width and height off the the anchor manufacturer's installation ground. Refer to the appropriate charts requirements. in this section. Longitudinal Stabilizing Devices, such STEP 3. Installing diagonal tie downs: as Tie Down Engineering's LSD or other I -Beam Connection: equivalent systems, are the preferred Method 1 (preferred): connect the strap method. For number of devices to the top flange of the main I -Beam required, see Table 6 of this section. using an approved clamping device. The Note: some States may have prescriptive device must also incorporate a swivel requirements, which may supersede connection. These devices are available manufacturer installation instructions. through Tie Down Engineering, Minute Conventional longitudinal anchoring systems which use ground anchors and straps may also be used, provided the connection of the strap to the unit Main I -beams provide for a pivoting strap connector to the beam. To determine the minimum number of longitudinal ties required per unit per end, using the conventional system, see Table 3.1 or 3.2 for Wind Zone I, Table 4.1 & 4.2 for Wind Zone II & III single section units and 5.1 & 5.2 for Wind Zone II & III multi section units. Note: some States may have prescriptive requirements, which may supersede manufacturer installation instructions. WARNING!!! BEFORE YOU BEGIN, MAKE. SURE TO INDICATE LOCATIONS OF ANY UNDERGROUND ELECTRICAL CABLES, GAS LINES, WATER AND/OR SEWER LINES, PRIOR TO ANCHOR INSTALLATIONS. FAILURE TO DO SO MAY RESULT IN SERIOUS PERSONAL INJURY OR EVEN DEATH. Man Anchors and other anchor equipment manufacturers/suppliers. Main Beam tQp flange - Pivot Clamp Strap to anchor Section 7, Anchoring, Page 3 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 - ANCHORING STEP 3 (continued) Method 2 (conventional): Wrap. strapping material meeting` the specifications noted above, around the main I-beam as shown in the following details. a) Buckle assembly: Thread sufficient length of strap through buckle as shown. The strap should be through the buckle in this configuration BEFORE wrapping the strap around the I -Beam. b) J -Beam Attachment: Next, bring long end of strap between I - Beam and floor of unit. Continue around the I-beam, thread through top notch of buckle for a second time and over the I - Beam to the anchor. Section 7, Anchoring, Page 4 A properly installed strap and buckle should look like the following detail. Be sure the end of the strap connecting to the anchor, departs from the top of the beam as shown. STEP 4. Anchor and Strap: Attach the other end of the strap to the anchor head per the following procedure: b) a) Insert bolt into head; attach nut to other side loosely. Bolt may be inserted from either side. Insert strap through slot in 5/8" diameter bolt. Push through slot at least to the far edge of the anchor head. c) .Bend strap 90°. Use a socket wrench and take at . least four 100 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 — ANCHORING complete turns on bolt until strap is taut. d) Use an open-end wrench over the 5/8" shoulders of the bolt to hold bolt under tension while repositioning the socket wrench. e) Align square shoulders of bolt with square cut outs in the anchor head. Holding hex head of bolt in position, tighten nut to draw shoulders into the cut out. Shoulders will lock in with the cut out; continue to tighten nut. Shown above are single headed anchors. For double headed anchors, typically used for Wind Zone II and III installations, attach vertical strap first, and then repeat steps for diagonal strap. Use oil or other lubricants on the threads to prevent rusting, binding or seizing at a later date. Also, re -tensioning of the straps will become necessary, due to settling and/or thermal expansion. Check tightness periodically. Table 3 - MAXIMUM DIAGONAL TIE DOWN STRAP SPACING — WIND ZONE I Single and Multi Section Units HEIGHT FROM ANCHOR HEAD TO BOTTOM OF FLOOR MAXIMUM TIE -DOWN STRAP SPACING 12 - WIDE 140" MINIMUM FLOOR WIDTH 14 - WIDE 160" MINIMUM FLOOR WIDTH 16 - WIDE 186" MINIMUM FLOOR WIDTH 18 - WIDE 210" MINIMUM FLOOR WIDTH 20" to 24" 11'-3" 13'-9" 15'-3" 16'-0" 25" to 32" 9'-3" 12'-0" 14'-0" 15'-2" 33" to 40" 7'-10" 10'-7" 12'-10" 14'-2" 41" to 48" 6'-9" 9'-4" 11'-8" 13'-2" 49" to 56" 51-1111 8'-4" 10'-8" 12'-3" 57" to 64" 5'-3" 7'-6" 9'-10" 11'-5" 65" to 80" 14'-9" 6'-2" 8'-4" 10'-0" See Notes on following page Section 7, Anchoring, Page 5 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 — ANCHORING Notes: 1.) Design based on 991/2" maximum I beam spacing 2.) Anchor and strap installation as shown 3.) Ground anchors to be installed Minimum quantity each end of each section according to their listing 12 — Wide 4.) This table applies fo both single 580 and multi section units, 2 including tag units Z o O 5.) Longitudinal ties in Wind Zone o � z LL I per Table 3.1 or 3.2 EiQ 6.) Anchors and equipment rated at 14 — Wide 4725 lbs. Ultimate load. — 7.) When diagonal strap comes off the bottom of the I -Beam, it must be attached to within 3" of a crossmember. EXTERIOR SIDEWALL MAIN I -BEAM INTERIOR CROSS MEMBER WITHIN 3" OF STRAP SEE NOTE 7. GROUND LEVEL 0.035 X 11/4 " TIE -DOWN LSTRAP FURNISHED BY INSTALLER SINGLE HEADED ANCHOR RATED AT 4725# ULTIMATE LOAD Longitudinal Ties: the number of longitudinal ties required may be in accordance with either Table 3.1 or 3.2 below (Wind Zone I only !!!) See Table 6 in this section for Tie -Down Engineering's LSD system requirements. Table 3.1 – number of longitudinal ties required WITHOUT restriction as to pier height or type (except as limited by other details) Floor Width Minimum quantity each end of each section Minimum Strap angle from vertical 12 — Wide 1 580 14 - Wide 2 320 16 — Wide 2 380 18 - Wide 2 460 Table 3.2 – number of longitudinal ties required for single or double stack block piers, not exceeding tabulated pier height. Floor Width Minimum quantity ea end of ea section Minimum Unit length Single Stack Double Stack Unit length Max. pier Unit length Max. pier height height 12 — Wide 0 34'-6" 28 in 30'-3" 62 in 14 — Wide 0 58'-0" 28 in 44'-0" 63 in 14 — Wide 1 22'-8" 28 in 20'-0" 63 in 16 — Wide 0 N/A N/A 58'-9" 64 in 16 — Wide 1 41'-8" 28'/2 in 28'-0" 64 in 18 — Wide 1 70'-6" 29 in 44'-0" 67 in 18 -Wide 2 42'-0" 29 in 26'-3" 67 in Note: minimum strap angle from vertical is 40° for Table 3.2 Section 7, Anchoring, Page 6 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 — ANCHORING Slipsides or Offset unit anchoring: Multi wide units, offset from each other, or where one section is longer than the other, require anchor spacings on the exposed marriage wall side, as tabulated below. Table 3.3 for Wind Zone 1: 112 d - 2'-0" (MAX) PLAN VIEW 96" WALL PROJECTION INCLUDING FLOOR DEPTH (EXCEPT 180" UNIT = 98") Hmw BALL HEIGHT UNIT BASED ON WIDTH ROOF SLOPE (SEE CHART) 6" MAX a = OPTIMUM ANCHOR ANGLE OR APPROVED STABILIZER PLATES Hmax �— PIER NOT SHOWN FOR CLARITY 3150 LB. 95112" - 99112" C -C ANCHOR SEE NOTE #3 (4725 LB. ULTIMATE) hAnvimiim Rnnf nitnh Erica nor 19" hnri7nntnI riistancal Notes: 1. For offsets 4'-0" or less, only one anchor and strap at 2'-0" is required. 2. Longitudinal tie and column tie installation to be per the applicable requirements in this manual 3. Standard tie down spacings along sidewall sides of each section. 4. When anchor angle specified cannot be achieved, install an approved stabilzer plates. Section 7, Anchoring, Page 7 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. 4.35/12 max. 6.5/12 max. Unit Width (min.) I Beam Spacing Max.. ve Anchor Spacing 'd' max. h mom' (in) a Degrees Hmw (in) Anchor Spacing 'd' max. h max. (in) a Degrees Hmw (in) 140 951/2 12 6'-0" 36 30-35 146.8 5'-0" 38 30-35 171.8 991/2 12 6'-0" 32 30-35 5'-0" 34 30-35 160 951/2 12 1 7'-0" 1 38 1 40-45 1 154 1 6-0" 38 40-45 182.7 991/2 12 7'-0" 36 40-45 6'-0" 34 40-45 180 951/2 12 7'-6" 40 1 40-50 163.3 7'-0" 30 50-55 195.5 991/2 12 7'-6" 38 1 40-50 7'4" 1 28 1 50-55 Notes: 1. For offsets 4'-0" or less, only one anchor and strap at 2'-0" is required. 2. Longitudinal tie and column tie installation to be per the applicable requirements in this manual 3. Standard tie down spacings along sidewall sides of each section. 4. When anchor angle specified cannot be achieved, install an approved stabilzer plates. Section 7, Anchoring, Page 7 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 - ANCHORING TABLE 4.1— SINGLE WIDE TIE -DOWN STRAPS — WIND ZONE II & III Using 4725 lbs. Anchors Diagonals to NEAREST I -Beam, longitudinal ties connected to Ground Anchors UNIT WIDTH WIND ZONE II SIDEWALLTIESLONGITUDINAL Vertical &Dia onal TIES min. unit length (FT) required for: installed spacing (FT) max. height from anchor to btm of floor (in) NO TIES (1) TIE ea. (2) TIES ea.end end ea.end 14 - WIDE 160" MIN. Floor width 164" max. 4'4" 46 32 32 5'4" 30 32 32 6-8" 20 32 32 8'.0" N/A 32 32 47 ft. Unit is only 44 ft 4 No Good. U ¢ 4'-0" 50 186" 16 - WIDEL68 Floor width 5'-4" 70 32 32 44 32 32 28 32 32 N/A N/A Ni 4'-0" DE idth E 4'-0" 80 32 32 5'-4"56 32 32 6'-8" 36 40 32 8'4" N/A N/A N/A G 1) �+N Notes:_ 00434gI`�s• 1.) Design based on max. 99'/2" I -Beam spacing. 's 2.) Anchor and strap installation as shown. Ultimate strap capacity is 4725 lbs. s ST'Xop /'F .. 3.) Diagonal straps are connected to the outside I -Beams. Vertical ties and diagonal ties 4 '•�OIay ..,t4� ..",�,�. connected to a double -headed anchor rated at 4725 lbs. ultimate load capacity. +rruu�t�rts! 4.) Ground anchors must be installed according to their listing. 5.) The lengths tabulated in columns under number of longitudinal ties required each end of each section, is the minimum length of unit required for that number of ties. For shorter units, use the number of ties required in[ the column that works for the length. "N/A" in a selected column means that you must use another column. 6.) For clarity, only one sidewall connection is shown. Opposite sidewall connection is identical. Anchor locations must line up from side to side. WIND ZONE III SIDEWALL TIES Vertical & Dia onal LONGITUDINAL TILES min. unit length(FT) required for: installed spacing (FT) max. height from anchor to btm of floor (in) NO TIES (1) TIE ea. (2) TIES ea.end end ea.end 4'-0- 34 32 32 5'-4- 20 32 32 6'-8" N/A N/A N/A 8'-0" N/A N/A N/A 1117 47 ft. Unit is only 44 ft 4 No Good. U ¢ 4'-0" 50 32 32 5'-4" 28 32 32 6'4" N/A N/A N/A 8'-0" N/A N/A N/A 4'-0" 64 32 32 64" 36 32 32 6'4" 20 38 32 8'4" N/A N/A N/A G 1) �+N Notes:_ 00434gI`�s• 1.) Design based on max. 99'/2" I -Beam spacing. 's 2.) Anchor and strap installation as shown. Ultimate strap capacity is 4725 lbs. s ST'Xop /'F .. 3.) Diagonal straps are connected to the outside I -Beams. Vertical ties and diagonal ties 4 '•�OIay ..,t4� ..",�,�. connected to a double -headed anchor rated at 4725 lbs. ultimate load capacity. +rruu�t�rts! 4.) Ground anchors must be installed according to their listing. 5.) The lengths tabulated in columns under number of longitudinal ties required each end of each section, is the minimum length of unit required for that number of ties. For shorter units, use the number of ties required in[ the column that works for the length. "N/A" in a selected column means that you must use another column. 6.) For clarity, only one sidewall connection is shown. Opposite sidewall connection is identical. Anchor locations must line up from side to side. Install anchor between 20 and 30 �/-GROUND LEVEL degrees when at 4'-0"o/c 31 to 40 4min. 0.035 X Af TIE -DOWN ' STRAP FURNISHED BY INSTALLER degrees > 4'-0" spacing, or VERTICAL with approved stabilizing device. Angle when no Stabilizing device is used. Section 7, Anchoring, Page 8 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. r EXTERIOR SIDEWALL t J i 0.035 X 1Y¢ TIE -DOWN STRAP OR BRACKET Example: INSTALLED AT FACTORY 18 wide x 44 ft long to be installed in Wind Zone H. Vertical tie spacing is 8'-0" o/c. the `NO TIES' column requires min. length of 1117 47 ft. Unit is only 44 ft 4 No Good. U ¢ MAIN I -BEAM (1) TIE column requires min length of 32ft. ZOO Unit is 44ft 4 OK U)z INTERIOR E5<0 ` CROSS MEMBER Install anchor between 20 and 30 �/-GROUND LEVEL degrees when at 4'-0"o/c 31 to 40 4min. 0.035 X Af TIE -DOWN ' STRAP FURNISHED BY INSTALLER degrees > 4'-0" spacing, or VERTICAL with approved stabilizing device. Angle when no Stabilizing device is used. Section 7, Anchoring, Page 8 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 - ANCHORING TABLE 4.2 — SINGLE WIDE TIE -DOWN STRAPS — WIND ZONE II & III Using 4725 lbs. Anchors Diagonals to OPPOSITE I -Beam, longitudinal ties connected to Ground Anchors UNIT WIDTH WIND ZONE II SIDEWALL TIES Vertical & Dia onal LONGITUDINAL TIES min. unit length (FT) required.for: installed spacing (FT) max. heiqht from anchor to btm of floor in NO TIES (1) TIE ea.end ea. end (2) TIES a .end 14 - WIDE 4'-0" 80 32 32 80 160" MIN 5-4" 80 32 32 32 32 Floor Width 6'-8" 80 32 32 4'4" 80 1 32 32 164" max. 8'-0" 1 52 1 32 1 32 4'4" 80 1 32 32 DOUBLE 5' 4" 80 1 32 32 16 - WIDE 4'4" 80 32 32 186' 5'4" 80 32 32 Floor Width 6'-8" 80 32 32 8'-0" 54 37 32 i a �_ — _ — 0.035 X A TIE -DOWN 18 - WIDE4'4" 80 32 32 210' 5'-4" 80 32 32 Floor Width 6'-8" 80 40 32 Notes: WIND ZONE III SIDEWALL TIES Vertical &Dia onal LONGITUDINAL TIES min. unit length(FT) required for: installed spacing (FT) max. heiqht from anchor to btm of floor in NO TIES (1) TIE ea.end ea. end (2) TIES ea.end 4'-0" 80 32 32 5'4" 80 32 32 Example: 6-8" 46 32 32 18 wide x 66 ft long to be installed in Wind 8'-0" 4'4" 80 1 32 32 64" 80 1 32 32 6' 8" 46 1 32 32 the `NO TIES' column requires min. length of 4'4" 80 1 32 32 DOUBLE 5' 4" 80 1 32 32 49 ft. Unit is 66 ft no tie required. 46 1 32 32 HEADED _ 1.) Design based on max. 99'/2" I -Beam spacing. 2.) Anchor and strap installation as shown. Ultimate strap capacity is 4725 lbs. 3.) Diagonal straps are connected to the outside I -Beams. Vertical ties and diagonal ties are connected to a double -headed anchor rated at 4725 lbs. ultimate load capacity. 4.) Ground anchors must be installed according to their listing. 5.) The lengths tabulated in columns under number of longitudinal ties required each end of each section, is the minimum length of unit required for that number of ties. For shorter units, use the number of ties required in the column that works for the length. "N/A" in a selected column means that you must use another column. 6.) For clarity, only one sidewall connection is shown. Opposite sidewall connection is identical. Anchor locations must line up from side to side. 7.) When utilities (heat ducts, plumbing lines, etc.) prevent strap from being properly installed to top of beam, the strap may alternatively come off the bottom of the I -Beam, but must be within 3in of a crossmember or approved I -Beam brace. I I or Vertical when approved stabilizing `-- GROUND LEVEL device is used. SEE NOTE 7 -j Angle of anchor when no stabilizing device is used Section 7, Anchoring, Page 9 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. EXTERIOR SIDEWALL 0.035 X 1Y4 TIE -DOWN INTERIOR CROSS MEMBER STRAP OR BRACKET INSTALLED AT FACTORY MAIN I -BEAM Example: 18 wide x 66 ft long to be installed in Wind 17 Zone II. Vertical tie spacing is 8'-0" o/c. Z o the `NO TIES' column requires min. length of � o m DOUBLE 49 ft. Unit is 66 ft no tie required. g W HEADED _ X = Lu ANCHOR i a �_ — _ — 0.035 X A TIE -DOWN Install anchor between 40 to 50 degrees, STRAP FURNISHED BY INSTALLER or Vertical when approved stabilizing `-- GROUND LEVEL device is used. SEE NOTE 7 -j Angle of anchor when no stabilizing device is used Section 7, Anchoring, Page 9 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 - ANCHORING MULTI WIDE TIE -DOWN STRAPS - -Wind Zone II and III Table 5.1 USING 4725 # ANCHORS Dia onals to "OUTSIDE I -BEAM" - LONGITUDINALS connected to Ground Anchors UNIT WIDTH WIND ZONE 11 III SIDEWALL TIES VERTICAL DIAGONAL min. unit length (FT) installed max. heiqht required for: spacing from anchor (FT) to btm of floor NO TIES (1) TIE ea. (2) TIES 12 - WIDE 4'-0" 28 37 32 32 140• Floor Width 5'-4" N/A N/A N/A N/A 6'-8" N/A N/A N/A N/A 8'-0" N/A I N/A N/A I N/A N/A N/A 8'-0" N/A N/A N/A WIDE INIMU 4'-0" 46 46 32 32 '-4" 6 32 r Width L 6'-8° 20 N/A 66 32 ° max. 8'-0" N/A I N/A I N/A I N/A N/A 0" N/A N/A N/A N/A 16 - WIDE 180' MIN Floor Width 4'4" 1 64 1 64 1 40 1 32 1 N/A 69 6-8° 1 26 N/A N/A 32 49 40 32 5'-4° 24 N/A N/A 44 6'-8" N/A (1) TIE ea. (2) TIES (3) TIES . 210° 18-WIDEM8--0" 80 56 32 32 57 N/A 54 FN/A 32 Floor Width 4'4" 3 A N 2 N/A N/A 32 TRIPLE WIDE CENTER SECTIONS 2 -EA END @ MIN 60 DEGREES FROM VERTICAL I FOR SHORTER UNITS (32 FT OR LONGER) ADD ONE ADDITIONAL LONGITUDINAL TIE. Notes: 1.) Design based on max. 99'/2" I -Beam spacing. 2.) Anchor and strap installation as shown. Ultimate strap capacity is 4725 lbs. 3.) Diagonal straps are connected to the outside I -Beams. Vertical ties and diagonal ties are connected to a double -headed anchor rated at 4725 lbs. ultimate load capacity. 4.) Ground anchors must be installed according to their listing. 5.) The lengths tabulated in columns under number of longitudinal ties required each ena or eacn section, is the minimum length of unit required for that number of ties. For shorter units, use the number of ties required in the column that works for the length. "N/A" in a selected column means that you must use another column. 6.) The chart applies to Multi Section models and Tag units. r- EXTERIOR SIDEWALL WIND ZONE III SIDEWALL TIES VERTICAL DIAGONAL installed max. heiqht soacinq from anchor (FT) to btm of floor NO TIES min. unit length(FT) required for: (1) TIE ea. (2) TIES 4'4" 20 32 32 3 5'4" N/A NIA N/A N/A 6-8" N/A N/A N/A N/A 8'-0" N/A N/A N/A N/A L ` CROSS MEMBER 0" 33 42 32 32 4" N N8" i N/A N/A N A N/A 0" N/A N/A N/A N/A 4'4" 44 60 40 32 5'-4° 24 N/A N/A 44 6'-8" N/A N/A N/A N/A (1) TIE ea. (2) TIES (3) TIES 4'4" 60 58 36 32 5'4" 32 N/A N/A 6 6'-8° N NIA NIA 95'4 N A N/A N A 93 ' TRIPLE WIDE CENTER SECTIONS 3 -EA END @ MIN 45 DEGREES FROM VFRTIrAl FOR SHORTER UNITS (32 FT OR LONGER) ADD ONE ADDITIONAL LONGITUDINAL TIE. Notes: 1.) Design based on max. 99'/2" I -Beam spacing. 2.) Anchor and strap installation as shown. Ultimate strap capacity is 4725 lbs. 3.) Diagonal straps are connected to the outside I -Beams. Vertical ties and diagonal ties are connected to a double -headed anchor rated at 4725 lbs. ultimate load capacity. 4.) Ground anchors must be installed according to their listing. 5.) The lengths tabulated in columns under number of longitudinal ties required each ena or eacn section, is the minimum length of unit required for that number of ties. For shorter units, use the number of ties required in the column that works for the length. "N/A" in a selected column means that you must use another column. 6.) The chart applies to Multi Section models and Tag units. r- EXTERIOR SIDEWALL �---- GROUND LEVEL Install Anchor between 25 to 30 degrees, 0.035 X 1Yd TIE -DOWN or, VERTICAL with approved �� STRAP FURNISHED BY INSTALLER Stabilizing device min. Angle when no Stabilizing device is used. Section 7, Anchoring, Page 10 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. 0.035 X 1Y¢ TIE -DOWN Example: STRAP OR BRACKET P INSTALLED AT FACTORY 16 wide x 66 ft long to be installed in Wind Zone II. Vertical tie spacing is 5'-4" o/c. The `NO TIE' column shows `N/A' 4 No Good The `(1) TIE' column requires min. length of 69 ft. Unit is only 66 ft 4 No Good. ocr cc MAIN I -BEAM (2) TIE column requires min length of 32ft.ZO o ° INTERIOR .Unit is66ft 4 O p¢O. L ` CROSS MEMBER �---- GROUND LEVEL Install Anchor between 25 to 30 degrees, 0.035 X 1Yd TIE -DOWN or, VERTICAL with approved �� STRAP FURNISHED BY INSTALLER Stabilizing device min. Angle when no Stabilizing device is used. Section 7, Anchoring, Page 10 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 - ANCHORING MULTI WIDE TIE -DOWN STRAPS - -Wind Zone II and III Table 5.2 USING 4725# ANCHORS DIAGONAL TO " UNIT WIDTH 0 o T WIND ZONE II < o m SIDEWALL TIES LONGITU VERTICAL K DIAGONAL min. unit length (FT) installed max. height required for: spacing from anchor (FT) to btm of floor NO TIES (1) TIE ea. (2) TIES 12 - WIDE 4'-0" 80 37 32 32 140• 5'-4" 80 58 32 32 Floor Width 6'-8" 80 N/A 39 32 _ 8'-0" 48 N/A 1 58 1 32 80 76326'-8" 40 14 - WIDE 4'-0" 80 47 1 32 1 32 160" MINIMU Floor Width 5'-4" 80 76 40 32 6'-8" 80 N/A 66 32 164" max. 8'-0" 52 N/A N/A 32 (1) TIE ea. (2) TIES (3) TIES 4'-0" 80 58 36 32 16 -WIDE 180' MIN Floor Width 4'-0" 80 64 40 32 6'-8" 44 N/A N/A 49' N/A N/A N/A TRIPLE WIDE CENTER SECTIONS 3 -EA END @ MIN 45 DEGREES FROM VF=RTlr.Al (1) TIE ea. (2) TIES (3) TIES 18 - WIDE 4'-0" 80 56 32 32 210' 5'-4" 80 N/A 54 32 Floor Width 6'-8" 80 N/A N/A 32 N/A N/A N/A TRIPLE WIDE CENTER SECTIONS 2 -EA END @ MIN 60 DEGREES FROM VERTICAL INSIDE BEAM" 0 o T ft. Unit is only 66 ft -* No Good. < o m The `(2) TIES' column requires min length of WIND ZONE III 32ft. Unit is 66 ft 4 OK SIDEWALL TIES VERTICAL k DIAGONAL installed max. height spacing from anchor (FT) to btm of floor (in) min. unit length(FT) required for: NO TIES Pa Pnd end (2) TIES Pa.and 4'-0" 80 3232 _ 5'-4" 80 5432 6'-8" 38 N/A32 4N/A _ 4'-0" 80 42325'-4" 80 76326'-8" 40 N/A 32 4'-0" 80 60 40 32 5'4" 80 N/A N/A 44' 6'-8" 38 N/A N/A N/A' (1) TIE ea. (2) TIES (3) TIES 4'-0" 80 58 36 32 5'-4" 80 N/A N/A 36 6'-8" 36 N/A N/A 95 ' N/A N/A N/A TRIPLE WIDE CENTER SECTIONS 3 -EA END @ MIN 45 DEGREES FROM VF=RTlr.Al FOR SHORTER UNITS, (32 FT OR LONGER) ADD ONE ADDITIONAL LONGITUDINAL TIE. Notes: 1.) Design based on max. 99 1/2" I -Beam spacing. 2.) Anchor and strap installation as shown. Ultimate strap capacity is 4725 lbs. 3.) Diagonal straps are connected to the outside I -Beams. Vertical ties and diagonal ties are connected to a double -headed anchor rated at 4725 lbs. ultimate load capacity. 4.) Ground anchors must be installed according to their listing. 5.) The lengths tabulated in columns under number of longitudinal ties required each end of each s( minimum length of unit required for that number of ties. For shorter units, use the number of ties required in the column that works for the length. "N/A" in a selected column means that you must use another column. 6.) The chart applies to Multi Section models and Tag units. 7.) When utilities (HVAC duct, plumbing lines, etc.) prevent strap from being properly installed to the top of the beam, the strap may alternatively depart from the bottom of the beam, but must be within 3" of a cross member or approved I -Beam brace Imo— EXTERIOR SIDEWALL Example: 16 wide x 66 ft long to be installed in Wind Zone H. Vertical tie spacing is 5'-4" o/c. The `NO TIE' column shows `N/A' 4 No Good The `(1) TIE' column requires min. length of 69 0 o T ft. Unit is only 66 ft -* No Good. < o m The `(2) TIES' column requires min length of o ¢ W 32ft. Unit is 66 ft 4 OK a ° W Z1 a 0.035 X 1V4' TIE -DOWN INTERIOR CROSS MEMBER STRAP OR BRACKET INSTALLED AT FACTORY MAIN I -BEAM DOUBLE _ HEADED ANCHOR— _ 0.035 X 1Y4' TIE -DOWN STRAP FURNISHED BY INSTALLER Install Anchor between 40 to 50 degrees, �, `\ or, VERTICAL with approved �,� `GROUND LEVEL Stabilizing device. SEE NOTE 7 y Angle of anchor when no stabilizing device is used Section 7, Anchoring, Page 11 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 — ANCHORING Slipsides or Offset unit. anchoring: Multi wide units, offset from each other, or where one section is longer than the other, require anchor spacings on the exposed marriage wall side, as tabulated below. Table 5.3 Wind Zones 2 and 3: 96" WALL PROJECTION INCLUDING FLOOR DEPTH (EXCEPT 180" UNIT = 98") Hmw NALL HEIGHT UNIT BASED ON WIDTH ROOF SLOPE (SEE CHART) 6" MAX a = OPTIMUM ANCHOR ANGLE OR APPROVED STABILIZER PLATES Hmax L r - I— PIER NOT SHOWN FOR CLARITY 3150 LB. ANCHOR (4725 LB. ULTIMATE) 1/2d- 2'-0" (MAX) 951/2" - 991/2" C -C SEE NOTE #3 PLAN VIEW Mnyimiim Rnnf nitnh frica nor 19" hnri-7nntn1 rlietnnnal Notes: 5. For offsets 4'-0" or less, only one anchor and strap at T-0" is required. 6. Longitudinal tie and column tie installation to be per the applicable requirements in this manual 7. Standard tie down spacings along sidewall sides of each section. 8. When anchor angle specified cannot be achieved, install an approved stabilzer plates. Section 7, Anchoring, Page 12 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All. Rights Reserved. 3/12 max. 4.35/12 max. Unit Width (min.) Wind Zone Max. Eave Anchor Spacing 'd' max. h mom' (in) a Degrees Hmw (in) Anchor Spacing d' max. h max. (in) a Degrees Hmw (in) 140 2 12 5'4" 68 35-40 146.8 131 5'4" 48 40-45 146.8 3 12 4'4" 72 40-45. 4'-0" 64 35-40 160 2 12 6-4" 72 1 35-40 154 136 5'4" 48 40-45 1 154 3 12 4'-0" 72 .45-50 4'-0", 64 35-40 180 2 12 5'4" 48 1 .40-50 163.3 144.5 5'-4" 42 40-50 165.4 3 12 4'-0" 72 1 40-50 4'-0" 64 40-45 Notes: 5. For offsets 4'-0" or less, only one anchor and strap at T-0" is required. 6. Longitudinal tie and column tie installation to be per the applicable requirements in this manual 7. Standard tie down spacings along sidewall sides of each section. 8. When anchor angle specified cannot be achieved, install an approved stabilzer plates. Section 7, Anchoring, Page 12 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All. Rights Reserved. SECTION 7 — ANCHORING Longitudinal Stabilizing Devices spacing interferes with the LSD, or Systems: regardless of whether the pier qualifies, the maximum pier spacing to the Palm Harbor Homes recommends the adjacent piers on either side of the LSD use of Longitudinal Stabilizing Devices may be increased, provided the average of the adjusted spacing does not exceed (LSD) or Systems. These devices or the design. The adjacent piers must.be systems are NOT provided by Palm installed as close as possible to the LSD Harbor Homes. Companies, such as Tie- to beam connection, without interfering Down Engineering, Inc., and other manufacturers, may be contacted to with the beam attachment. Obtain such. devices. Typical Longitudinal Stabilizing Device For Tie -Down Engineering, call toll free 1.800.241.1806, to locate the nearest supplier of Tie -down Engineering anchoring systems. Regardless of the system used, it must be approved by the local authority having jurisdiction. Note: In areas not subjected to frost heave (i.e. footer pads may be located at grade level), the LSD pad may serve as a pier & footer, when installed per approved methods and manufacturers installation instructions. In areas with frost heave the LSD pier only qualifies as one of the required piers when a concrete footer extends below frost under the LSD steel foundation pad. When the maximum required pier max. 45 deg Unit Main I -Beam Typ. Pier L _ f%y////iyO/oiloO//.Yoi L Adjustment increase reduce _ maybe made spac'g spac-g on both sides of device max. 2x design spacing Table 6 is based on TIE -DOWN Engineering's LSD system. Consult specific requirements for other products used. G. p DIN �Su:icgik� ;N' ti'2014ko 1"t TABLE 6 (use ONLY with TIE -DOWN Engineering's LSD System) Nnmher of TND systems renuired for each section with a max. floor width Of: Number req'd per each Section Wind Zone I Wind Zone II Ex "C" Wind Zone III Ex "C" Wind Zone III Ex "D" 1 210" N/A N/A N/A 2 N/A 178" N/A N/A 3 N/A 245" 212" 170" Maximum roof pitch for the above table is 20° (4.4/12). For Wind Zone III, Exp `D' the unit width may be increased to 180" when the roof pitch is no more than 15°. Example: 28 wide double wide (164" floor width each section) installed in Wind Zone H. 1. Find column for Wind Zone II 2. Go down column until you find floor width equal to or greater than 164" 3. Move to left in same row to find number of systems required for EACH section. Section 7, Anchoring, Page 13 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. . LINE WALL5 = SHEARWALLS ea GDXply. w/ 8d's @ ( ,12 o.c. ❑ 3 coat plaster` ❑ ( ) gyp. bd. w/ ( )@ ( ); AT ALL 5UFFORT5, BLOCKED ANCHOR BOLTS S- GBC specified Y2" 0 a.b.'s @ 6`-0" o.c. w/ min. (2) a.b.'s per wall is adequate ❑ Y2" 0 anchor bolts @ O.C. ❑ RBC's @( o.c. A35's @ o.c. ❑ NONE REa'D OVERTURNING ❑ No holdown's raga ❑ C516 Holddown Straps to Rim Joist below ❑ Fortal Frame W "Simpson" 5T6224 straps from 4x post to continous header. 0� HDU2, 55TB16 @ 51ngle pour, 55TB20 @ 2 Four ❑ HDU4, 55TB20 @ Single pour, 55TB24 @ 2 Four COLLECTOR / CHORD ❑ ( ) 16d'5 per top q splice, ❑ C516 strap sp I ices ❑ 5T6224 strap splices ❑ Drag Truss SECTION 8 - EXTERIOR & INTERIOR CLOSE-UP SHINGLE ROOF CLOSE-UP MULTI SECTIONS ONLY Several bundles of shingles are shipped with each multi -sectional home to complete the roof close-up. The shingle manufacturer's installation instructions are printed on each, bundle. Special precautions are used to protect the roof in transit, such as netting, airfoils or nailer strips to hold shingles down. Any residual damage from these techniques, such as fastener penetrations through exposed shingles, must be repaired or replaced. Shingles must be replaced or penetrations thoroughly sealed with asphalt roofing cement conforming to ASTM D-4586, ASTM D-3019 or ASTM D-2823. Use one of the approved methods shown in the Details below. WIND ZONE I only(without metal roof cap): , FIELD INSTALLED LAST COURSE OF SHINGLES EACH HALF, OVERLAPPING AND FASTENED PER SHINGLE SHINGLE ROOF CAP INSTALLED _ MANUFACTURER'S INSTRUCTIONS ON PER SHINGLE MANUFACTURER'S BUNDLE. FASTENERS TO BE SUFFICIENT INSTRUCTIONS ON BUNDLE LENGTH FOR FULL PENETRATION INTO ROOF DECKING. GENTLY BEND THE ^ SHnINGLES. DO NOT CREASE. \\ // FACTORY INSTALLED SHINGLES TRIMMED FLUSH OR FOLDED OVER 8 FASTENED TO RIDGEBEAM TYPICAL L CEILING RIDGEBEAM Section 8, Exterior & Interior Close-up, WIND ZONES I, H and IH: (requires metal roof cap) SHINGLE ROOF CAP INSTALLED 30GA z min. 6' wide GALVANIZED PER SHINGLE MANUFACTURER'S METAL. FASTEN WITH ROOFING INSTRUCTIONS ON BUNDLE NAILS OR 16GA X 1'CR STAPLES OF SUFFICIENT LENGTH FOR FULL PENETRATION INTO ROOF SEAMS IN METAL CAP TO DECKING. SPACING AT 2'OC OVERLAP MIN. 2' NEAR EDGE OF METAL. GENTLY ^ ^ BEND. DO NOT CREASE. \\ // FACTORY INSTALLED SHINGLES TRIMMED FLUSH OR FOLDED OVER & FASTENED TO RIDGEBEAM TYPICAL CEILING ,. RIDGEBEAM' Cut additional shingles into three parts to make the ridge cap and install shingle cap providing a 5" exposure, or as required by the shingle. manufacturer's installation instructions. TRIPLE SECTION UNITS r FACTORY INSTALLED SHINGLES II CENTER SECTION OUTER SECTION UNDERLAYMENT� Jr FIELD INSTALLED SHINGLES FACTORY INSTALLED 30GA zmin. 6' WIDE GALVANIZED METAL. SECURE WITH ROOFING NAILS OR 16GA X V CROWN STAPLES OF SUFFICIENT LENGTH TO PENETRATE ROOF SHEATHING. SPACE ® MAX 4' OIC NEAR EDGE OF METAL. OVERLAP SEAMS MIN 2'. REQUIRED FOR WIND ZONE II AND III. C__j C ASPHALT ROOFING CEMENT BETWEEN LAYERS OF UNDERLAYMENT MIN 6' WIDE On triple section units, fold back the underlayment paper and install the galvanized :metal (note: the galy. , Metal is optional in Wind Zone 1). Fold down Page 1 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC: All Rights Reserved. SECTION 8 - EXTERIOR & INTERIOR CLOSE-UP the underlayment of the outer section roof first, apply a min. 6" wide strip of roofing cement, then lay the underlayment of the center section of top of it. Install missing row(s) of shingles as required. Secure shingles per the shingle manufacturer's installation instructions (found on the shingle wrapper). EXTERIOR END WALLS, MULTI SECTIONS ONLY Cut closure material to the shape and size required and secure in place starting from the bottom up, i.e. bottom starter, vertical metal or siding, then roof overhang soffit and fascia. All closure material should be fitted and sealed as required to protect the structure or interior from the elements. BOTTOM BOARD REPAIR The bottom board underneath the home has been sealed at the factory; however, the bottom board may subsequently incur tears or punctures during transportation or installation. These holes must be sealed to prevent the entrance of rodents or insects. The bottom board may be repaired by the method listed below: Construct a repair piece to be placed over the tear or puncture utilizing scrap pieces of bottom board material. This material is a special high-strength rodent -resistant covering, and may be purchased from manufactured housing retailers or manufactured home supply outlets in your area. Apply the repair piece over the area to be repaired with contact cement and staple the piece at the perimeter with a flare tacker stapler. Manufactured housing supply outlets typically carry special repair kits and special pressure sensitive tapes for bottom board repair that work equally as well. Follow the manufacturer's instructions on the repair kit accordingly. HEAT DUCT CROSSOVER CONNECTION Install the crossover heat duct (min. R-8) as shown in the detail. Secure the duct to the collars provided with bands or straps approved for such use, with one strap to inner liner and one to outer liner. Keep duct as straight as possible to avoid kinks or bends that may restrict the PATE MACE BASE EXTENTION_\ —FURNACE FLOOR REGISTER HEAT DUCT- - REGISTER RISER MARRIAGE WALL _HFnr nuCT II""-- FLOOR JOIST HEAT HUCT MIN RB EXTERIOR USE / I J FACTORY INSTALLED LIMIT LENGTH OF DUCT SUPPORT STRAPS BY OTHERS. COLLAR TO REDUCE BTUH LOSS. PLACEMENT AS REQUIRED TO USE LONG BENDS TO AVOID PREVENT DUCT FROM TOUCHING KINKS THAT RESTRICT AIR THE GROUND. FLOW, OR USE INSULATED ELLBOWS AS NEEDED FURNACE FLOOR REGISTER FURNACE BASE PLATE REGISTER RISER FURNACE BASE EXTENSION HEAT DUCT VEE - XI I I I L 1\ ADAPTER INSTALLED COLLAR — LIMIT LENGTH OF DUCT SUPPORT PADS (BY OTHERS(. I TO REDUCE BTUH LOSS. PLACEMENT AS REQUIRED TO J PREVENT DUCT FROM TOUCHING USE LONG BENDS TO AVOID .. THE GROUND. KINKS THAT RESTRICT AIR PADS ARE TYPICALLY STYROFOAM FLOW. OR EQUIVALENT airflow. Extra length must be cut off. The* duct must be supported 48" on center (maximum) and must not be allowed to touch the ground. Either Section 8, Exterior & Interior Close-up, Page 2 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 8 - EXTERIOR & INTERIOR CLOSE-UP strapping (min. 1" wide) to hang the duct dryer exhaust to the outside of the home from the floor, or pads to support it off or perimeter skirting. This exhaust the ground, are acceptable. MUST NOT terminate underneath the home. When heating and/or cooling equipment is factory installed, the crossover duct is shipped with the home. For site installed equipment, the A/C contractor, installer or retailer is responsible to supply the duct. In either case, the duct must be approved for exterior installation and must be insulated to a min. R-8. If the home is not equipped with a thermostat, a decal, sticker or accompanying drawing, will identify our recommended location for the device. Do not install the thermostat on an outside wall nor within three feet of the furnace. NOTE: condensate drains for air conditioning coils installed in the furnace, MUST NOT terminate within the crawl space. CLOTHES DRYER INSTALLATION If the home is equipped -with a clothes dryer, it must be exhausted to the outside by a moisture -lint exhaust system. This exhaust MUST NOT terminate underneath the home. All required components and fittings are provided in the home. An opening is provided in either the floor or a wall. This opening should be caulked or sealed after the duct is installed. If the home is not equipped with a dryer but an electrical outlet or gas line has been provided for one, then an opening in the floor or wall has also been provided. When purchasing a clothes dryer, refer to the dryer manufacturer's installation instructions for the compatible parts required to vent the SIDEWALL - METAL HOSE CLAMP AT EACH END - FURNISHED BY OTHERS FLOOR BOTTOM BOARD MUST BE SEALED WHERE DUCT PENETRATES METAL STRAP BY OTHERS (WRAP AROUND I -BEAM & SECURE UNDER DUCT) EXHAUST HOOD (FURNISHED BY OTHERS)FASTEN TO SUPPORT FRAME WI SCREWS X METAL STRAP - - _- - PUTTY TAPE SECURED TO V FLOOR JOIST WI SCREWS / SUPPORT FRAME FASTENED TO RIM JOIST WITH SCREWS FLEX HOSE EXHAUST DUCT FURNISHED BY OTHERS - SIZE & TYPE PER DRYER MANUFACTURER'S INSTRUCTIONS FIREPLACE INSTALLATION If a fireplace is installed in the home, the installation will be complete except for the -chimney and perhaps combustion air intake ducts. Some floor plans may require that the hearth extension be installed after setup. WARNING BOTH THE CHIMNEY AND THE COMBUSTION AIR INTAKE DUCTS MUST BE INSTALLED BEFORE THE FIREPLACE CAN BE USED. To install the chimney, remove the protective materials covering the roof opening or flashing. Remove any foreign material from the installed part of the chimney. All parts and instructions necessary for the installation of the chimney section I are provided in the home, located either inside the fireplace or with the chimney parts shipped with the home. Section 8, Exterior & Interior Close-up, Page , 'COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION S - EXTERIOR & INTERIOR CLOSE-UP Read all warnings and caution statements carefully. Refer to the instructions mentioned above for the location of combustion air ducts. If applicable, this duct must be extended to the outside of the home. The combustion air inlet shall not allow material from the hearth to drop beneath the home. Typically, these ducts are factory installed, however, all instructions necessary for the installation of the combustion air ductwork are provided in the home, located either inside the fireplace or with the chimney parts shipped with the home. When extension of these ducts is not necessary, make sure to remove any protective coverings installed for shipment (i.e.: tape, caps, etc.), before using the fireplace. OTHER APPLIANCES Other appliances and/or materials may be shipped loose with the home. The installation and operating instructions for those appliances are provided in the home, usually with the appliances themselves or in a drawer in the kitchen. Run hot water heater temperature and pressure relief valve overflow pipe to the perimeter of the home (through perimeter skirting, if applicable). Do not allow this drains to terminate directly beneath the home. EXTERIOR LIGHT INSTALLATION Some models may be shipped from the factory with lights not installed. If needed, attach mounting plate(s) with machine screws, not sheet metal screws. Attach wires per color code (white to white, black to black, ground to ground) with wire nuts. Make sure that the mounting plate(s), if metal, is (are) grounded by the use of the ground wire. Secure light to the outlet box and caulk to ensure watertight seal. WARNING ON HOMES WITH COMBUSTIBLE EXTERIOR SIDING (HARDBOARD, VINYL, LOG, ETC.), INSURE THAT THE FLASH RING HAS BEEN PROPERLY INSTALLED BETWEEN THE ELECTRICAL BOX AND THE EXTERIOR SIDING INTERIOR TRIM OUT Cut to size and secure the \ ceiling close-up material. Trim out walls as required with the moldings supplied. (Ask the manufacturer for recommended trim out locations if details are not provided). Unfinished gypsum may be finished in the field by a contractor licensed to finish raw gypsum; the paint or finish, however, MUST meet the formaldehyde emission requirements set forth in the Federal Standards. CARPETING Use only experienced qualified contractors to install and seam carpet in a Palm Harbor home. Make sure floor is clean and free from all debris prior to. installation of carpet pad and carpet. Ensure that carpet "grain" runs in the same direction. Save reasonable size scraps to protect the carpet during move -in. If the carpet of your home has been shipped loose for on-site installation, refer to the CARPET CUT DIAGRAM supplied with the carpet in the home. Follow the suggested carpet layout closely, as any shortage claims as a result of not installing the carpet per this diagram, are not covered by the Palm Harbor Home warranty. Section 8, Exterior & Interior Close-up, Page 4 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 9 — UTILITY CONNECTIONS AND TESTS WATER CONNECTIONS The inlet for the waterline is typically located" near the hot water heater. The Federal Standards require that this line be equipped with a master cold water full flow shut off valve installed in an accessible location. This valve is not supplied with the home but must be provided by the installer or homeowner. All field installed water piping must be flushed free of all debris prior to connection to the home's water inlet. If there is water sections, connect crossover lines applicable, detail. METHOD A: service to multiple the water supply as shown in the �- MARRIAGE LINE I WATER LINES gppROVED FLEX CROSSOVER CONNECTOR (COPPER, POLYBUTYLENE, ETC.). METHOD B: r -MARRIAGE LINE I WATER LINES y } DIRECT PIPE CONNECTION II II ALL NECESSARY PARTS ABE REPLACED (INCL. CEMENT IF APPL.) ARE BEFORE RE -INSTALLING SHIPPED WITH HOME. METHOD C: FLOOR JOIST CAVITY MARRIAGE LINE / HOLES IN PERIMETER !� JOIST . II II II INSULATION MUST ABE REPLACED MALE &FEMALE BEFORE RE -INSTALLING CONNECTORS SECURE ACCESS ACCESS PANEL PROVIDED PANEL WITH SCREWS Section 9, Utility Connections &•Tests, Page 1 To ensure that hot and cold lines are not cross connected, they have been color coded or tagged. If the water crossover connection is not within the insulated floor envelopes, wrap the . exposed water lines in- insulation riinsulation and secure with a good pressure sensitive tape or non-abrasive strap, or enclose the exposed portion with an insulated box. If the local water supply exceeds 80 PSI, a pressure -reducing valve must be installed. Remove all aerators and open all faucets fully When turning on water for the first time and allow the water to run for several minutes. The home has been tested at the factory, however, check for leaks at the inlet, appliances and at the fixtures. DAMAGES CAUSED BY WATER LEAKS THAT COULD HAVE BEEN DETECTED DURING THIS INSPECTION ARE NOT COVERED BY YOUR PALM HARBOR HOMES NEW HOME WARRANTY. If water piping at the inlet is exposed, a heat tape should be installed to prevent freezing. A heat tape receptacle has been provided near the water inlet. When purchasing a heat tape, it must be listed for manufactured home use, and it must be installed per manufacturer's instructions. More information concerning heat tapes can be found in the Utility Systems Section of your Homeowner's Manual. ABS OR PVC DRAIN, WASTE & VENT SYSTEM (DWV) To avoid damage to the DWV system during transportation, selective homes are provided with loose drain plumbing COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 9 - UTILITY CONNECTIONS AND TESTS parts, which should be assembled on site by the installer. Depending on the factory location, the DWV system is constructed of either ABS or PVC. The DWV fittings must be installed with appropriate primers, cleaners, adhesives, etc. and must be attached to the site sewage system with extra long turn tee-wyes, elbows and other approved materials. Connect the DWV system together with the parts supplied to complete the installation. The parts and assembly drawings supplied by the factory provide for one, 3" diameter discharge. Any deviations from the supplied schematic can result in material shortage not covered by Palm Harbor Homes' warranty. DRAIN LINE BASEMENT CAVITY MARRIAGE LINE FLOOR CAVITY The drain line from the 3" discharge to the sewer system must be installed such that a 1/4" per foot slope is maintained. This slope may be obtained by securing the pipe to the bottom of the home with non-abrasive straps at maximum four feet on center. Check for leaks at the j oints. ELECTRICAL CONNECTIONS Multi Section Cross over: Depending on the model, electrical crossover connections may be at the center of the home, in the 2nd (or next to last) floor joist bay, or a combination of both. Either plug-in type connectors or the use of junction boxes usually accomplishes crossover connections. Plug-in type connectors (such as AMP) will either be color coded or numbered. Match up the corresponding colors and/or numbers and plug the units together. Make sure they "snap" or lock tight together. Push cables back into floor cavity, secure connectors to joist and install access cover. Junction boxes: i --MARRIAGE LINE JUNCTION BOX JUNCTION BOX --I II MOW I I IFIELD INSTALLED CROSSOVER CONNECTOR LISTED FLEXIBLE OR RIGID CONDUIT) NOT PRO- VIDED BY THE FACTORY OR 115 VOLTS \ / 230 VOLTS JUNCTION BOX HOLES IN RIM JOISTS FOR WIRING PASSAGE I i 1� � l 48°OC DRAIN i i i OUTLET i i i ~MAXIMUM } FASTENED TO FOR CROSSOVER COILED FRAMING WITH INSIDE JOIST BAY TRANSIT SCREWS CAP TYPICAL CROSSOVER PIECES y SHIPPED LOOSE BY CONDUIT & INSTALLED IN ACCORDANCE TO SITE INSTALL SUPPORT STRAPS SEWER TO PROVIDE 1/4° PER FOOT CONNECTION SLOPE OR AS ALLOWED BY THE FEDERAL STANDARDS The drain line from the 3" discharge to the sewer system must be installed such that a 1/4" per foot slope is maintained. This slope may be obtained by securing the pipe to the bottom of the home with non-abrasive straps at maximum four feet on center. Check for leaks at the j oints. ELECTRICAL CONNECTIONS Multi Section Cross over: Depending on the model, electrical crossover connections may be at the center of the home, in the 2nd (or next to last) floor joist bay, or a combination of both. Either plug-in type connectors or the use of junction boxes usually accomplishes crossover connections. Plug-in type connectors (such as AMP) will either be color coded or numbered. Match up the corresponding colors and/or numbers and plug the units together. Make sure they "snap" or lock tight together. Push cables back into floor cavity, secure connectors to joist and install access cover. Junction boxes: i --MARRIAGE LINE JUNCTION BOX JUNCTION BOX --I II MOW I I IFIELD INSTALLED CROSSOVER CONNECTOR LISTED FLEXIBLE OR RIGID CONDUIT) NOT PRO- VIDED BY THE FACTORY OR 115 VOLTS \ / 230 VOLTS JUNCTION BOX HOLES IN RIM JOISTS FOR WIRING PASSAGE I i / NM CABLE FOR J BRANCH CIRCUITS WITH ACCESS PANEL SUFFICIENT LENGTH FASTENED TO FOR CROSSOVER COILED FRAMING WITH INSIDE JOIST BAY SCREWS NOTE: ANY EXPOSED NM CABLE MUST BE PROTECTED BY CONDUIT & INSTALLED IN ACCORDANCE WITH THE N.E.C. AND LOCAL CODES. Section 9, Utility Connections & Tests, Page 2 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 9 - UTIL'ITY CONNECTIONS AND TESTS Connect the crossover wires in the junction box as follows: 1. The wires to be connected are either color coded, - numbered, or of two different sizes. Separate the wires into the proper combination. 2. Strip the wires of each combination and connect the wires per color code (white to white, black to black, ground to ground) with the appropriate size wire nuts. 3. Make sure that the box and/or cover plate(s), if metal, are grounded by the use of the ground wire. Secure junction box cover(s) with machine screws, not sheet metal screws. Electrical bonding is also - required between units per the following detail: STEEL OUTRIGGER OR HEADER NEAR MARRIAGE LINE MARRIAGE LINE SOLDERLESS LUG 1 Wire Designation 50 AMP 100 AMP 150 AMP 200 AMP Black, Red #6 #3 #1/0 #3/0 White #6 #3 #3 #1/0 . Ground #8 #8 #6 #6 Conduit Dia.(in) 1 1-1/2 1-1/2 2 J -Box Size 10x10 A 10x10 A 12x12 x6 12x12 x6 BEFORE FINAL ELECTRICAL CONNECTIONS TO THE HOME PANEL BOX ARE MADE, SHUT OFF ANY CIRCUIT USED FOR THE ELECTRIC WATER HEATER. DAMAGE MAY BE CAUSED TO THE HEATING ELEMENTS IN THE WATER HEATER IF THERE IS NO WATER IN THE TANK. After the home has been connected to power, the following tests should be performed: 1. Check continuity of circuit conductors and ground conductors. / -- 1=BEAM _ 2. Check the circuitry for proper BARE COPPER WIRE COILED UP AT FACTORY. polarity. SECURE LOOSE END OF WIRE TO SOLDERLESS LUG ON OPPOSITE SIDE. NOTE: A 4° BONDING STRAP MAY BE USED INSTEAD OF COPPER WIRE BY ATTACHING THE STRAP TO BOTH UNITS WITH 2 - #8 X 3/4. SELF -TAPPING METAL SCREWS ON EACH SIDE. BONDING STRAPS & SCREWS FURNISHED BY MFR. The electrical connection to the panel box (except for a factory installed pigtail cord) should be made only by a licensed electrician or by the utility company. The proper . size wire, conduit diameters and junction box sizes are shown in the following table. 3. A functional/operational test. Section 9, Utility Connections & Tests, Page 3 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 9 - UTILITY CONNECTIONS AND TESTS OPTIONAL METER BASE bar for purposes of testing the INSTALLATION TO EXTERIOR electrical system. OF HOME 5. The grounding bar may be isolated during the electrical check and re - When a meter base was installed at the attached, after the tests are factory, or will be installed on site, refer completed. to the following details and applicable 6. Check with local electrical utility notes: company to verify meter base 1. A red warning label is to be requirements regarding locations mounted on or adjacent to the and distances for main panel and service equipment which states: meter box. 7. Field installed meter base WARNING! enclosure installed in accordance DO NOT provide electrical with its listing. Fasten securely to power until the Grounding exterior wall studs and provide for electrode is installed and a weather tight seal. 11 connected. 8. All fieldwork to be done by a 2. The meter base equipment is not to be used to support the conduit. Straps shall be installed to support the conduit. 3. Exterior equipment and enclosures shall be listed as weatherproof. Entrance conductors shall be listed for use in wet locations. 4. The grounding bar may be installed separate from the neutral ENCLOSURE SIDEWALL • I I� I METER ENCLOSURE I II L I I Tl,y� II II II II \ iDISCONNECT CONDUIT SECURED TO BOTTOM.OF HOME GROUNDING ELECTRODE �♦ GROUND ROD UNDERGROUND SERVICE CONTINUOUS FROM POLE Section 9, Utility Connections & Tests, licensed electrician or such personnel as approved by local jurisdiction. 9. Meter base location in accordance with local code. Retailer must provide manufacturer with required location. Verify prior to completing installation and connections. METER ENCLOSURE MAY BE INSTALLED ON ENDWALL ` R°FM�ss EG°� o G�atE oN�t�S oi voo\ EXTERIOR WALL METER ENCLOUSRE METER 114" AIR SPACE t BETWEEN METER ENCLOUSRE AND EXTERIOR WALL SIDE VIEW Page 4 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 9 - UTILITY CONNECTIONS AND TESTS Meter base installation, continued.... MAIN PANEL BOX METER BASE ENCLOSURE ENCLOSURE INSTALLED AT 11 FACTORY ' EQUIPMENT GROUNDING BUS BAR GROUNDING CONDUCTOR BONDED TO FRAME II� �I BLACK•(HOT}TO A OR B RED {HOT}TO A ORB WHITE TO NEUTRAL BUS BAR (ALL FOUR WIRES ARE ABSOLUTELY ESSENTIAL) GROUND TO EQUIPMENT GROUNDING BUS BAR INSTALLED AT FACTORY OR BY OTHERS NEUTRAL BUS BAR NEUTRAL BAR INSIDE THE THE PANEL BOX SHALL NOT BE GROUNDED MAIN BREAKER METER BY UTILITY COMPANY DISCONNECT (FUSED) INSTALLED AT FACTORY FACTORY INSTALLED CONDUIT SIZED PER TABLE SERVICE ENTRANCE CABLES MUST BE INSTALLED IN CONDUIT OR BE BURIED PER REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, THE CONDUIT MAY BE A METAL RACEWAY OR RIGID NON-METALLIC CONDUIT. METERBASE GROUND FROM DISCONNECT SERVICE ENTRANCE BY OTHERS PER THE NATIONAL ELECTRICLE CODE AND UTILITY COMPANY REQUIREMENTS. CONDUIT SIZED PER TABLE BELOW. ELECTRICAL SYSTEM GROUND CONDUCTOR BY OTHERS GROUND GROUND ROD PER SUBPART H. ARTICLE 250 �i OF THE NATIONAL ELECTRICAL CODE AND UTILITY COMPANY REQUIREMENTS REQUIRED FEEDER CONDUCTORS GAS SYSTEM The connection to the gas supply should be made by an authorized representative of the utility company. The gas system has been designed to operate within 1/2 PSIG to 1/4 PSIG. A, tag has been attached to the gas inlet indicating the size of the listed gas supply connector to be used. Adhere to all instructions printed on the tag. NOTE: Make sure the orifices of all fuel burning appliances are I correct for the type of fuel used. Section 9, Utility Connections & Tests, Page 5 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. CHART "A" CHART "B" SIZE CONDUCTORS MAIN o SIZE COPPER GROUNDING BREAKER z 000 ELECTRODE CONDUCTOR NEUTRAL HOT "L" NEG. 100 AMP 11/2 NOA NOA NOA 200 AMP 2 NOA NOA/0 N0.-4 BASED ON NEC RATED COPPER CONDUCTOR BASED ON NEC TABLE TYPES RH-RHW-THHW-THW-THWN-XHHW 250-94 GAS SYSTEM The connection to the gas supply should be made by an authorized representative of the utility company. The gas system has been designed to operate within 1/2 PSIG to 1/4 PSIG. A, tag has been attached to the gas inlet indicating the size of the listed gas supply connector to be used. Adhere to all instructions printed on the tag. NOTE: Make sure the orifices of all fuel burning appliances are I correct for the type of fuel used. Section 9, Utility Connections & Tests, Page 5 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 9 - UTILITY CONNECTIONS AND TESTS If there is a gas crossover, connect it per the applicable methods shown below. The gas piping system has been tested at the factory, however, before the system is connected, the piping should be tested' to ensure no leakage. Before turning on the gas, make certain METHOD A: QUICK -DISCONNECT MALE FITTING AND FLEX. FACTORY INSTALLED. QUICK -DISCONNECT MALE CAP FEMALE FITTING. VZETSIDE. TALLED ON FEMALE CAP DIRECTION OF GAS FLOW CROSSOVER MUST BE LISTED FOR EXTERIOR USE. METHOD B: INSTALLED ON FLEX CONNECTOR INLET SIDE. FACTORY INSTALLED. MALE CAP � OR DIRECTION OF GAS FLOW CROSSOVER MUST BE LISTED FOR EXTERIOR USE. all gas connections have been made tight, all appliance valves turned off, and all unused or unconnected outlets are capped. After turning on the gas, test the gas piping and the connections to appliances for leakage with soapy water or bubble solution. Light all pilots and test appliance operation. In some localities, utility companies and/or building inspectors may require additional tests as follows: NOTE: Before a test is begun, the temperature of the ambient air and of the piping should be approximately the same. Conduct the test(s) at such a time during the day when air temperatures will remain constant. 1.) Isolate all appliances with appliance shut-off valves. Pressure shall be measured with a mercury manometer or slope gauge graduated in increments of not greater than 1/10 pound. 2. Pressurize the system to 3 PSI and isolate the source of pressure from the gas piping. 3. Check the gauge after 10 minutes; there should be no drop in pressure. 4: Check the piping to appliances by pressurizing to at least 10" (but not more than 14") water column and applying a bubble solution to all joints. WARNING DO NOT pressurize the system in excess of the pressures stated above. OIL CONNECTION For an oil -fired furnace, the installer must use only approved materials from the supply to the furnace connection. After the supply line is connected, check for leakage. Where penetration has been made through the bottom of the home, make sure all holes in the bottom board are sealed tight and made rodent -proof. Oil tanks and listed automatic pumps (oil lifters) installed for gravity flow of oil to Section 9, Utility Connections & Tests, Page 6 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 9 - UTILITY CONNECTIONS AND TESTS heating ,equipment shall be installed so that the top of the tank is not less than 18" above the appliance oil control. Oil supply tanks affixed to the home shall be located as to require filling and draining from the outside and shall be in a place readily available for inspection. If the fuel supply tank is located in a compartment of the home, the compartment shall be ventilated at the bottom to permit diffusion of vapors and shall be insulated from the structural members of the body. Tanks so installed shall be provided with an outside fill and vent pip and an approved liquid level gauge. A readily accessible approved manual shut-off valve shall be installed at the outlet of oil supply tank. The valve shall be installed to close against the supply. All oil tanks, except for integrally mounted tanks, shall be equipped with an approved oil filter or strainer located downstream from the tank shut-off valve. The fuel oil filter or strainer shall contain a sump with a drain for. the entrapment of water. Air Conditioning Equipment: When it comes to the size of your air conditioner or heat pump, bigger is not better. Air, conditioners and heat pumps should be sized to meet the cooling needs of your home. Equipment that is too large will turn on and off frequently allowing moisture to build up in your home. The equipment will also. cost more than properly sized products and result in higher energy costs. Section 9; Utility Connections & Tests, - Page 7 " COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 10 - SKIRTING AND VENTILATION B) Typical single- or multi -section The installation of perimeter skirting with open deck or covered porch/screen between the home and the ground not only enhances the appearance of the home but also may substantially reduce heat loss through the floor. Provisions must be made, however, to allow for the dissipation of moisture which would otherwise enter the home. Damage caused by moisture due to improper grading and/or insufficient ventilation to the underside of the home is not covered by the Palm Harbor Homes New Home Warranty. GROUND VAPOR RETARDER: As stated previously under "Site Preparation" in Section -1, the ground surface under the home must be covered with 4 mil, or thicker, polyethylene or equivalent material, that resists ground moisture. The plastic cover must be overlapped at least 12" at all joints, and weighted down, so that it does not blow loose. See also the following details. A) Typical single- or multi -section with recessed entry 6PeRlgR Section 10, Skirting & Ventilation IPage 1 room. £2 MAX' M9 3,10 Notes: 1. Unless footers/piers are required to be installed below grade (i.e.: frost line) the vapor retarder may be installed before setting piers. 2. Areas under recessed entries, open porches or screened porches should be separated from the area underneath the main unit(s) by installing min. 4 mil. vapor retarder as shown, or, by skirting or foundation walls following the exterior walls of the main unit(s). In either case, the vapor retarder is not required under the recessed entry or porch areas. COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 10 - SKIRTING AND VENTILATION VENTILATION REQUIREMENTS: ACCESS: An access door, allowing In addition to the vapor retarder, admittance to the underside of the home, ventilation of the crawlspace area under should be provided for maintenance and the home may also be required. To repair. When installed, the door should ensure adequate cross ventilation, measure. at least four (4) square feet and provide ventilation openings in the have a least dimension of not smaller enclosure on all sides and at least one than 18 inches. If this door is screened, ventilation opening at each corner of the it may qualify in the ventilation enclosure. When site installed amenities, requirement but ensure that the door has such as a raised poured concrete floor louvers or some other provision for for deck or porch, prohibit installation of keeping rain from entering the enclosed vent openings, these vents should be. underside of the home. Local relocated elsewhere along that side, or, jurisdictions may have additional the vent net free area of the vents to requirements. either side of the obstruction adjusted accordingly. Use .vents that have provisions for keeping rain from entering the enclosed underside of the home. Louvered- vents. or vents with a hood or a shroud will perform this function. 1. The maximum distance between vents as shown above, is based on 80 square inches of "NET FREE" area for each vent. Do not use overall dimensions of vent for determining the net free area. Insect screens on the ventilation openings can restrict free air area as much as 50%. For vents with less than 80 square inches of net free area, reduce the distance between the vents accordingly. Example: selected vent has 40 square inches of net free area, then the adjusted distance between vents is: 40in2/80in2 x 25ft = 12.5 or 12'-6" 2. When ventilated skirting is used (i.e.: skirting with precut holes or slots) make sure the total accumulated free area provides at least one square foot of vent area for every 150 sqft of floor area (excluding porches/recessed entries). Section 10, Skirting & Ventilation Page 2 APPLIANCE EXHAUSTS & DRAINS: The clothes dryer exhaust vent MUST NOT BE ALLOWED to terminate underneath the home. Federal Standards require the vent to be exhausted outside ' the perimeter enclosure. Hot water heater temperature and pressure relief valve overflow drains and air conditioning condensate lines must also terminate outside the perimeter enclosure. Read the instructions on the installation of all appliances, including wood burning fireplaces and fuel burning sealed combustion water heaters and furnaces (if applicable) prior to the installation of perimeter skirting for the proper venting, access and/or draining of those appliances. 11 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 11- MISCELLANEOUS AND FINAL INSPECTIONS AWNING, CARPORTS, PORCHES, UTILITY ROOMS, ETC. Additional structures such as awnings, carports, patio covers or attachments to a Palm Harbor home have not been taken into consideration nor calculated into the design for roof or wind loads. Any additions made to the home must be self-supporting and shall not interfere with exterior weatherproofing (i.e. shingles, flashing, gutters, siding). CLEARANCES If there are any low -hanging trees or bushes adjacent to your home, which could damage the exterior or the roof of the home, they should be trimmed or cut accordingly. Future growth of these bushes or trees should be considered in connection with their possible movement during wind conditions or under snow or ice loads. FINAL INSPECTION After the home has been completely set up, a final inspection should be made to ensure that no items have been overlooked which could cause a service problem. For your convenience, a typical "Final Inspection Check List" has been provided at the end of this section. Palm Harbor recommends that after approximately 60 days, recheck pier supports for settling and readjust as needed. Annual releveling may be required. CONSEQUENCES OF INCORRECT SETUP INCORRECT SITE PREPARATION, BLOCKING, LEVELING AND CONNECTION OF THE SECTIONS OR UTILITIES, COULD RESULT IN ONE OR MORE OF THE FOLLOWING: • Loosening of trim pieces, molding, walls, wall panels and ceiling panels. •. Cracks in drywall ceiling and wall panels. • Excessive deflections in floor, ceiling and roof. • Poor waste line drainage due to reverse slope. • Damage to chassis and transportation system. • Buckling, bowing or loosening of exterior siding, trim, soffits, etc. • Cold spots due to voids in insulation. Section 11, Misc. & Final Inspection Page 1 ' . COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 11= MISCELLANEOUS AND FINAL INSPECTIONS'. • Electrical malfunction due to damage to wiring. • Damage to plumbing fixtures, pipes, connections and associated cabinetry. • Leaks at doors and windows due to separation of weather-stripping or lack of caulking. • Improper operation of doors and windows because of incorrect leveling 'or blocking. • Roof leaks at caps, vents, and other exterior roof penetrations due to improper close-up. • Rodent infiltration and loss of insulation due to torn bottom board. • Damage to mechanical equipment and its connections. • Damage or weakening of structural members. • Floor humps, decking seams and tearing of linoleum or carpeting. • Failing of structural members when loading occurs. The list above depicts only a few problems associated with improper home installation; other problems could occur. PALM HARBOR HOMES, INC. ACCEPTS NO LIABILITY FOR DAMAGES CAUSED BY OR AS RESULT OF IMPROPER SETUP OR UTILITY CONNECTIONS. Section 11, Misc. & Final Inspection Page 2 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 11- MISCELLANEOUS AND FINAL INSPECTIONS 77 �APPROX EXTENSION #3 OR STUD 2X3 OR 2X4 SECURE OSB OR PLYWOOD TO STUDDING WITH 12d NAILS CEJ 6' O/c.. PF !G, REQUIRED _YWOOD OR =D, IS 1/2° OR THICKNESS. (1) 2x3 PERIMETER EXTENSION WITH 2x4 STUDDING @ 16' O.C. (SEE NOTE 6) High Wind Protection for Windows and Doors. The protective covers described above, are intended for installation immediately prior to a severe windstorm or hurricane and are not permanently installed. The parts needed for the assembly have not been provided. Should you need additional information, you may obtain the APA publication: "Hurricane Shutter Design — Shutters for wood frame buildings" from: American Plywood Association P.O. Box 11700 Tacoma, WA 98411-0700 Notes: 1. the fasteners used to fasten the extension framing to wall, must hit the framing to be effective. 2. Fasten extension framing to wall with 16d double -headed nails or #80". screws, toe nailed/screwed, per table above. 3. Fasten assembled panel(s) to extension framing with 12d nails per table. 4. Fasten extension framing together with (2) 16d nails at each connection. 5. Use only "common' nails. 6. Design based on American Plywood Association design consideration (see also above). 7. After the storm, remove shutters and patch or caulk nail holes with suitable caulk. Section 11, Misc. & Final Inspection Page 3 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. WIND ZONES II & III WIND ZONES II WIND ZONES III WINDOW WIDTH EXTENSION FRAMING PANEL THICKNESS FASTENING TO EXTENSION FASTENING TO WALL FRM. FASTENING TO WALL FRM. NAILS SPACING 16d NAILS #8x3 SCREWS 16d NAILS #80 SCREWS 20 (1) 7116,112 12d 6' O.C. 8' O.C. 22' O.C. 6' O.C. 16'0.. UP TO 48' 24 23/32,314 12d 6' O.C. 8' O.C. 22' O.C. 41/2' O.C. 12' O.C. UPT072' 20(1) 7116,112 12d 4'O.C. SO.C. 14'O.C. 3'O.C. 8'O.C. (1) 2x3 PERIMETER EXTENSION WITH 2x4 STUDDING @ 16' O.C. (SEE NOTE 6) High Wind Protection for Windows and Doors. The protective covers described above, are intended for installation immediately prior to a severe windstorm or hurricane and are not permanently installed. The parts needed for the assembly have not been provided. Should you need additional information, you may obtain the APA publication: "Hurricane Shutter Design — Shutters for wood frame buildings" from: American Plywood Association P.O. Box 11700 Tacoma, WA 98411-0700 Notes: 1. the fasteners used to fasten the extension framing to wall, must hit the framing to be effective. 2. Fasten extension framing to wall with 16d double -headed nails or #80". screws, toe nailed/screwed, per table above. 3. Fasten assembled panel(s) to extension framing with 12d nails per table. 4. Fasten extension framing together with (2) 16d nails at each connection. 5. Use only "common' nails. 6. Design based on American Plywood Association design consideration (see also above). 7. After the storm, remove shutters and patch or caulk nail holes with suitable caulk. Section 11, Misc. & Final Inspection Page 3 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 11- MISCELLANEOUS AND FINAL INSPECTIONS n PALM HARBOR HOMES, INC SET-UP INSPECTION CHECK LIST VAPOR BARRIER INSTALLED PROPER SLOPE OF GRADE TO PREVENT WATER ACCUMULATION PIER SPACING PER DATA PLATE AND APPLICABLE TABLE AND ROOF LOAD ZONE PERIMETER BLOCKING IF REQUIRED PER TABLE PIERS AT EACH SIDE OF LARGE SIDEWALL OPENINGS CENTERLINE PIERS INSTALLED AT COLUMNS CENTERLINE GASKET WITHOUT VOIDS OR TEARS FLOORS LEVEL FLOORS TIGHT 3/4" GAP OR LESS MULTI WIDES ONLY FLOORS CONNECTED TOGETHER PER SECTION 4 ENDWALLS FRT& REAR CONNECTED TOGETHER PER SECTION 4 ROOF CONNECTED TOGETHER TIGHT 3/4" GAP OR LESS PER SECTION 4 SHINGLE CLOSE-UP AND RIDGECAP PER APPLICABLE DETAILS ELECTRICAL CROSS OVERS AND BONDING STRAPS CONNECTED CHECK FOR MORE THAN ONE WATER LINE CROSS OVER CONNECTED AND INSULATED. HVAC DUCTS SUPPORTED OFF GRADE AND CONNECTED DRAIN LINES CONNECTED SLOPED AND SUPPORTED DRYER VENT INSTALLED TO PERIMETER OF CRAWL SPACE DOWN DRAFT RANGE/COOKTOP EXHAUST INSTALLED TO PERIMETER OF CRAWL SPACE WATER HEATER T&P OVERFLOW PIPE INSTALLED TO PERIMETER OF CRAWL SPACE AC - CONDENSATE DRAIN INSTALLED TO PERIMETER OF CRAWL SPACE FIREPLACE COMBUSTION AIR INTAKE FREE AND UNRESTRICTED ALL HOLES IN BOTTOM BOARD PATCHED CRAWL SPACE VENTILATION PER SECTION 10 ANCHOR SPACING AND INSTALLATION PER APPLICABLE TABLES IN SECTION 7., LONGITUDINAL TIES IF REQUIRED INSTALLED PER SECTION 7 Section 11, Misc. & Final Inspection Page 4 COPYRIGHT © 2000 BY PALM HARBOR HOMES, INC. All Rights Reserved.