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LAA o�poRTro�y BUILDING PERMIT City of Port Townsend Development Services Department AWA 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD09-013 Permit Type Residential - Single Family - New Project Name NEW SFR - SINGLE WIDE Site Address 1650 CHERRY STREET Parcel # MANUFACTURED 984904306 Project Description New Single Wide Manufactured Home Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Garrison Trtee Vernon I Owner Garrison Trtee Vernon I Fee Information Project Details Project Valuation $140.00 foundation only permit 140 DOLL Site Address Fee 3.00 Units: Heat Type: Building Permit Fee 23.50 Bedrooms: Construction Type: Energy Code Fee - New Single 100.00 Bathrooms: Occupancy Type: Family Unit Mechanical Permit Fee per Dwelling 150.00 Unit - New Residential Plan Review Fee 150.00 Plumbing Permit Fee per Dwelling 150.00 Unit - New Residential Technology Fee for Building Permit 5.00 Record Retention Fee for Building 3.00 Permit Total Fees $ 584.50 *** SEE ATTACHED CONDITIONS *** Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the ow er of thepro rty uthorized ag t of the oo ner. Print NameV _ Date Issued: �C /z -0� _ Issued By:-5/111'Signature Date Z ���� Date Expires: 07/22/2009 4 % • Ob �o�QORTro�y BUILDING PERMIT City of Port Townsend Development Services Department WAS 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD09-013 Permit Type Residential - Single Family - New Project Name NEW SFR - SINGLE WIDE Site Address 1650 CHERRY STREET Parcel # MANUFACTURED Project Description 984904306 New Single Wide Manufactured Home Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Print Name Signature Date Date Issued: Issued By: Date Expires: 07/22/2009 4 % Residential Building Permit Application ➢ Applications by mail must include a check for initial plan review fee of $150 for projects valued over $15,000. See Page 2 for details on plan submittal requirements. Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: N aAJf_ Project Valuation: $ (:/: 1 �c Building Information (square feet): 1 s` floor _ Garage: 2nd floor Deck(s): 3rd floor Porch(es): Basement: Is it finished? Yes No Carport: Other: Manufactured Home 41 ADU ❑ New Addition ❑ Remodel/Repair ❑ Total Lot Coverage (Building Footprint):* Square feet: 9 .y % / ^J -70 Impervious Surface:* � Pae,e-IA-7 Square feet: ` *Total existing & proposed z0 e ; 4f `7C:> What year was the structure built? 2-001 Gifrknc{ { s demolition, see Page 2. -X—ny �-n�''o'�ivliilll II I letlands on the property? Y Ati steep so )es (>15%)? Y Name:PropeY'Qw�/i�D ant: 6 A Name: / u �Z..�.tSvti Address: I / SJ 9U 1- -CV C-1- City/St/Zip: TCity/St/Zip: Ro INtA, Phone: 7 U,r,- Email: Contact/Representative: Name. SA - Address: City/St/Zip: Phone: Email: Contractor- ❑ Same as wner Name: .KU Z-61 9C y /A9A1,t- Address: City/St/Zip: p.�TT �✓,vS�,c !NN Phone: 57- .3 / S Email: �(� 2- /Nr-- State License #: Z44#Exp: City Business License #: O ni, 1 lel � A9 2 I hereby certify that the information provided is c and that all activities associated with this permit Print Name: Signature: t�; Pa 1 7/31 /2008 A ect, that I am either the owner br autl iorized to act on behalf of the owner I be &--aecor wit"tate- aws a d the Port Townsend Municipal Code. G111-13 RT TUWNSEND DSD Date: Z3 v RESIUr_NTIAL BUILDING PERMIT APr"ICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. The purpose is to show what you intend to build, where it will be located on your lot, and how it will be constructed. ❑ Residential permit application. ❑ Washington State Energy & Ventilation Code forms ❑ Two (2) sets of plans with North arrow and scaled, no smaller than '/< =.1 foot: . ❑ A site plan showing:. 1. Legal description and parcel number (or tax number), 2. Property lines and dimensions 3. Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey 4. On-site parking and driveway with dimensions 5. If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site 6. Street names and any easements or vacations 7. Location and diameter of existing trees 8. Utility lines 9. If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers ❑ Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size ancf'layout 4! Holdowns 5. Foundation venting ❑ Floor plan: 1. Room use and dimensions 2. Braced wall panel locations ' 3. Smoke detector locations 4. Attic access 5. Plumbing and mechanical fixtures 6. Occupancy separation between dwelling and garage (if applicable) 7. Window, skylight, and door locations, including escape windows and safety glazing ❑ Wall section: 1. Footing,size, reinforcement, depth below grade 2. Foundation wall, height, width, reinforcement, anchor bolts, and washers 3. Floor joist size and spacing 4. Wall stud size and spacing 5. Header size and spans 6. Wall sheathing, weather resistant barrier,,• and siding material 7. Sheet rock and insulation 8. Rafters, ceiling joists, trusses, with blocking and positive connections 9. Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation ' ❑ ExteFior elevations (all four) with existing slope of the land in relation to all proposed structures El If architecturally designed, one set of plans must have an original signature. ❑ If engineered, one set of plans.must have one -original -signature ' ❑ For new dwelling construction, Street &Utility o.r,Mirior`Improvement application If you are proposing partial or full demolition of a structure that is at least 50 years old, per Ordinance 2969 Historic P ce,�servation;Committe�e (HPC)4 view is required. If within the National Historic Landmark district: $58.00 for full committe review. If outside the National Historic Landmark district and not on the Historic,R`egister: $30.00 for HPC Administrative. review. Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 7/31/2008 F PORT T N 0 CITY O OR OWNSE D 4% PERMIT # &D a 9- D/3 SCOPE OF WORK: sFA PERMIT ACTIVITY LOG DATE RECEIVED /--:7'-4D17 /e- -G 10LL ti14N. DATE ACTION INITIALS ENTERED INTO CHET CHECKED FOR COMPLETENESS 2b fE ` i� j4 ' PtKki L Qf °-- I SLA, `1 Z L SS 5o K,o rr- e C-^ c v1, ca I , Zoning: Setbacks OK? Y) —c 6 of e ( o' ,v4 f Si Te -(Y- Lot Size: Q X, /3D Building Size: No S (--/- Lot Coverage: 4 - S _ kko 3s- K FAR OK? Height OK? Parking OK? nJ S lt,r, Critical Area? Sl , { (� y j „ 10 Demo? ' p Historic Rev? N u Notice to Title? p Lots of Record? 1► r �Z R -I, R -II and R -III zoning districts. Are there any limitations on the age of the manufactured home? Can it be used? Yes. After July 18, 2005 all manufactured homes placed in Port Townsend must be no more than 3 years old (the date of construction must be within 3 years of the proposed date of placement). Are there any special design standard&that apply manufactured homes? \ l Yes. After July 18, 2005 all manufactured homes must be set on a permanent foundation with the-space-fr om the bottom of_the home to the-ground _ enclosed by either load bearing (concrete or decorative concrete or masonry blocks so that no more than one foot of the tS q`periineter foundation is visible above grade. Plywood, hardi: panel, or other similar- materials do not meet this standard,ln addition, manufactured homes roofs must be originally constructed with a composition, wood shingle or shake, coated metal, or a. similar roof �� 0 11-u d * Sh ow o�►p , aW (� a -S1 ��v���: 2 sr / / yWhat is the difference between a manufactured home, a mobile home, and a park model? -PQ( A manufactured home is designed to be used with a permanent foundation and connected to required utilities. To be considered for use within the City it must be constructed after June 15, 1976 in accordance with the U.S. Department of Housing and Urban Development (HUD) and have appropriate HUD manufactured home insignia. A mobile home is built on a permanent _�` chassis, and bears the "mobile home " insignia of the Washington State Department of Labor 16- , f- and Industries. Mobile homes are only allowed in mobile home parks. Ask our staff for SCa Cep locations. A "park model" is a term used to describe a recreational vehicle that is not self�� Za - S contained. Park model R. Vs are not allowed in the City of Port Townsend. �% 19 r What is "title elimination" and is it required? -17,e�e After July 18, 2005, all manufactured homes placed in Port Townsend must have their separate title eliminated as a condition of building permit approval so that the manufactured home becomes 'fixed" to the land. Forms are available from our office or the Department of Licensing. A title company must certify that the land and the manufactured home are in the same ownership. Once the manufactured home is placed, the city building inspector will certify that the manufactured home has been properly installed and "affixed " to the land. The placement of manufactured homes that were constructed more than 3 years prior is prohibited. What information do I need to provide to place a manufactured home on my property? In addition to completing our Residential Building Permit and Sensitive Areas Questionnaire: • Two copies of a site plan showing size and location of lot(s), neighboring streets, distance between home and property lines, any other buildings on or near the property. One copy of the installation manual, and one copy of pages from the manual that describe the foundation details — minimum footing size, beam tie spacing for the wind zone, tie down details and typical pier locations. CAJEFFR\forms\manufactured housing\lnformation Handout Manufactured Homes.doc 07/15/2005 to qp f 1 4V MICHAEL 1. ANDERSON Civil Engineer a land Surveyor DATE: January 22, 2009 V* 330 Cleveland Street Port Townsend, WA 98368 MEMO TO: City of Port Townsend Department of Community Development Attention: Building Department FROM: Michael J. Anderson SUBJECT: Application for Building Permit Lot 6, Blk 43, Pettygrove APN 984 904 306 EXP. DATE: 05 / 05 / 10 This is to advise you that a review of the Installation Manual, Palm Harbor Homes, dated 2007, has been made by this office. The specifications, details and design criteria are consistent with the requirements of the IBC Code of 2006 and are recommended for approval. Please see references to the following design criteria for the foundations: Minimum roof load ......................... 30 lbs Maximum soil pressure ....................... 1500 lbs/sf Please indicate if you need any additional information in order to approve this structure for a building permit. Thanks for your assistance with this project. c: Garrison Trust, Owner BLD09 -013 lJ L� ry ll E tJ JAN 2 2009 CITY OF PORT TOWNSEND DSD r 0 A cI' _ ext. siding --- R 21 HD wall insulation ....___._............. sheathing 2x6 wall 2x8 floor framing R 38 cellulose floor insulation sill plate 12" i -beam tie down strapping to imbedded collar (typical) 4" cmu permanent perimeter foundation wall 4x4 pier blocking per installation instructions 8" pier blocking 4 ml vapor barrier #4 bar continuous (typical) - 6" slab permanent foundation system (typical) ext. siding sheathing POT-IffIx 2x8 floor fr sill plate 12'' i -bean 4" cmu 4x4 pier b installatio 8" pier blo, 6" slab I O�poRTTp�y CONSTRUCTION PROGRESS RECORD �= CITY OF PORT TOWNSEND 0 wA Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 984904306 PERMIT NO. BLD09-013 ISSUED DATE EXPIRATION DATE 07/22/2009 ADDRESS 1650 CHERRY STREET CONSTRUCTION TYPE OCCUPANT LOAD OWNER GARRISON TRTEE VERNON I PROJECT DESCRIPTION New Single Wide Manufactured Home CONTRACTOR LENDER INSPECTION INSP DATE COMMENTS INSPECTION INSP DATE COMMENTS EROSION CONTROL SETBACKS SURVEY PINS ( 12 O It SUPPORTS SKIRTING I t J %/ y 9 FOUNDATION WALL SLAB L (L l Z& PLUMBING WTR PIPIN FINAL PUBLIC WORK FINAL BUILDING (�d /✓� Cwt TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. �1 a I 1� 0 • QoaT ro CITY OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:OOpm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. n_ rO� 013 DATE OF INSPECTION: � Z� D PERMIT NUMBER: E� SITE ADDRESS: �6 Sa) 0 9 fEylay �� ►2� ti CONTACT PERSON: TYPE OF INSPECTION: I— lj 14- �-- <101APPROVED ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Inspector j L a t �� l2 Date Acknowledgement Date PHONE: ❑ NOT APPROVED Call for re -inspection before proceeding. Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. • • i qb 0 Li 0 • Rick Taylor From: Vern Garrison [vern@cablespeed.com] Sent: Thursday, March 05, 2009 7:06 AM To: Rick Taylor Subject: Washington License for Ideabox Hi Vern, • Our Washington State Unified Business ID # is 602 859 128. Hope this is what you needed. Cindy On Feb 27, 2009, at 1:06 PM, Vern Garrison wrote: 0 0 Name Email Phone Future Topics Suggestion • • A.0 QORT T ��ys CITY OF PORT TOWNSEND o DEVELOPMENT SERVICES DEPARTMENT i= INSPECTION REPORT 9� AWA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: I Z U PERMIT NUMBER: SITE ADDRESS: CONTACT PERSON: YC aoow'�'byPHONE: TYPE OF INSPECTION: APPROVED ) ❑ APPROVED WITH CORRECTIONS _ n Ok to proceed. Corrections will be checked at nextinsaection Inspector Acknowledgement ❑ NOT APPROVED Call for re -inspection before proceeding. Date 2 Date Approved plans and permit card must be on-site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. SECTION 1 - BEFORE YOU BEGIN 1.1. GENERAL INFORMATION 1.2., FROST HEAVE: 1.3. SOIL CONSIDERATION: 1.4. GRADING AND DRAINAGE: 1.5. GROUND VAPOR RETARDER: 1.6. GROUND LEVEL INSTALLATION 1.7. PERMANENT FOUNDATION INSTALLATION ® tl TOC 1 4 5 6 i Section 1, Before You Begin, Page i COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. 6 6 6 S #06 Conforms to M HUD HCSS 4/14/06 SECTION 1 — BEFORE YOU BEGIN Index 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. 1.1. GENERAL INFORMATION 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 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. Section 1, Before You Begin, Page 1 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 1 — BEFORE YOU BEGIN Index 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 III. 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. MAINE: 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 III ... 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 ANSI/ASCE 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 © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 1 — BEFORE YOU BEGIN Index DESIGN ROOF LOAD ZONE MAP MIDDLE NORTH WA / VT NO OR / / MN, NH So MI IA GA NE ON IL IN KS WV MO VA KY NC TN OK AR Sc MS AL GA TX LA HI o� SOUTH 20 PSF a SOUTH MIDDLE 30PSF NORTH 40PSF. The following counties in each of the following states are deemed to be within the North Roof Load Zone: Alaska — All counties. Maine — Aroostook, Piscataquis, Somerset, Penobscot, Waldo, Knox, Hancock, and Washington. The fnlln inn in cnh of the fnllnwinn cfct— n c H.—H In he wi}hin.thc Mirlrilc Rnnf I Hari 7 -- Iowa Maine Michigan Minnesota New York South Dakota Wisconsin Buena Vista Aroostook, Alcona Aitkin McLeod Cayuga Brookings Ashland Butler Hancock, Alger Anoka Meeker Clinton Clay Barron Calhoun Knox, Alpena Benton Mille Lacs Erie Codington Bayfield Cerro Gordo Penobscot, Antrim Blue Earth Morrison Essex Deuel Buffalo Cherokee Piscataquis, Baraga Brown Mower Franklin Grant Burnett Chickasaw Somerset, Benzie Carlton Murray Fulton Hamlin Chippewa Clay Waldo, Charlevoix Carver Nicollet Genesee Hanson Clark Crawford Washington. Cheyboygan Cass Nobles Hamilton Hutchison Door Dickinson Chippewa Chippewa Olmsted Herkimer Kingsbury Douglas Emmet Massachusetts Crawford Chisapo Pine Jefferson Lake Dunn Floyd Essex Delta Cook Pipestone Lewis Lincoln Eau Claire Franklin Dickinson Cottonwood Pope Livingston McCook Florence Hamilton Colorado Emmet Crow Wing Ramsey Madison Miner Forest Hancock All Counties Gogebic Dakota Redowood Monroe Minnehaha Iron Hardin Grand Traverse Dodge Renville Montgomery Moody Jackson Howard Idaho Houghton Douglas Rice Niagara Turner Langlade Humboldt All Counties Iron Faribault Rock Oneida Union Lincoln Ida Kalkaska Fillmore Scott Onondage Yankton Marathon Kossuth Montana Keweenaw Freeborn Sherburne Ontario Marinette Lyon All Counties Leelanau Goodhue Sibley Orleans Vermont Menominee Mitchell Luce Grant St Louis Oswego Addison Oconto O'Brien New Hampshire Mackinac Hennepin Stearns Saratoga Caledonia Oneida Osceola All Counties Marquette Hubbard Steele Schenectady Chittendon Pepin Palo Alto Menominee Isanti Stevens Seneca Essex Pierce Plymouth Utah Missaukee Itasca Swift St. Lawrence Franklin Polk Pocahontas All Counties Montmorency Jackson Todd Warren Grand Isle Price Sac Ogemaw Kanabec Wabasha Washington Lamoille Rusk Sioux Wyoming Ontonagon Kandiyohi Wadena Wayne Orange Sawyer Webster All Counties Oscoda Koochiching Waseca Wyoming Orleans Taylor Winnebago Otsego Lac qui Parle Washington Yates Rutland Trempealeau Worth Presque Isle Lake Watonwan Washington Vilas Wright Roscommon Le Sueur Winona Windsor Washburn Schoolcraft Lincoln Wright Wexford Lyon Yellow Medicine Martin Section 1, Before You Begin, Page 3 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 1 — BEFORE YOU BEGIN Index 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. 1.3. SOIL CONSIDERATION: Before a builder begins construction on a housing development or building, he will obtain 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 S-170, available through: Durham Geo Slope Indicator 2175 West Park Court Stone Mountain, GA USA 30087 Tel 770-465-7557 — Fax 770-465-7447 www.durliamgeo.com The minimum basis for the pier spacing tables contained in this installation manual is 500 pounds per square foot (PSF). Foundations for soil bearing capacities less than 500 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 re -leveling even under ideal conditions may also become necessary. Section I, Before You Begin, Page 5 COPYRIGHT ©2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 1 — BEFORE YOU BEGIN Index HEATING & COOLING DESIGN ZONE MAP "1 ®� ZONE I M U, 0.116 ZONE 2 ® Uo 0.096 ZONE 1 ZONE 3 O Uo 0.079 A The procedures outlined in this manual are intended to provide requirements for proper installation in compliance with the Federal Manufactured Home Construction and Safety Standards 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. 1.2. 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. Section 1, Before You Begin, Page 4 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. • SECTION 1 — BEFORE YOU BEGIN Index 1.4. 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. 1.5. 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. When the crawlspace is enclosed or skirted, the ground surface under your home must be covered with 6 mil (or thicker) polyethylene or equivalent material to resist ground water vapor except in arid regions with dry soil conditions. 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 11 for specific instructions and more details. 1.6. 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. 1.7. 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 areas using commercially Section 1, Before You Begin, Page 6 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 1 — BEFORE YOU BEGIN Index 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. TERMITE SHIELD GRADE SLOPED AWAY FROM HOME FROST LINE WA —EXTERIOR SIDEWALL I -BEAM ANCHORED TO AND SUPPORTED BY FOUNDATION WALL (PILASTER OR MUD BEAM POCKET) SI LL MAIN I -BEAM FOUNDATION CROSS - SUPPORT I -BEAM INTERIOR �CROSSMEMBER UTILITY CONNECTIONS FOUNDATION WALL 1/4" CONTINUOUS FILLET WELD MARRIAGE WALL AT CENTERLINE MAY BE DOUBLE OR SINGLE. DECKING TRANSVERSE FLOOR JOISTS LONGITUDINAL I -BEAM SUPPORT FOR MARRIAGE UNE & COLUMN LOADS MINIMUM 3" STEEL SUPPORT COLUMN FOUNDATION 1/2" EXPANSION JOINT COLUMN FLANGE WALL TYPICAL 4" CONCRETE SLAB FOOTING UTILITY OVER 4" AGGREGATE SUPPORT COLUMN FOUNDATION CONNECTION BASE COURSE (ABC) FOOTING PERIMETER W/ VAPOR BARRIER DRAIN BETWEEN ABC Section 1, Before You Begin, Page 7 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 2 - FOOTERS AND PIERS TOC 2.1. FOUNDATION DESIGN: ..................................................................................... 1 2.2. OTHER APPROVED DESIGNS: ......................................................................... 1 2.3. MANUFACTURED PIERS: .................................................................................. I 2.4. FOOTINGS: ............................................................................................................ 2 2.5. PIERS: ..................................................................................................................... 3 2.6. MAXIMUM PIER HEIGHT: ........................................................ 4 ....................... 4 2.7. CLEARANCES: ...................................................................................................... 4 PFS#o6 Conforms to HUD MHCSS 4/14/06 Section 2, Footers and Piers, Page i COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 2 — FOOTERS AND PIERS Index LTAXTINUNTH 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. 2.1. 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. 2.2. 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. 2.3. 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 must be of sufficient length 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. Section 2, Footers and Piers, Page 1 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 2 — FOOTERS AND PIERS IIndex 2.4. 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. 1) SINGLE 16xl6x4 FOOTER CONCRETE BLOCK SINGLE 16xl6x4 CONCRETE 2) DOUBLE 8x16x4 FOOTER PLACE CONCRETE BLOCKS T PERPENDICULAR i ` TO FOOTING JOINT i THREE 8x16x4 CONCRETE BLOCKS FOR FOOTING. BLOCKS MUST BE LEVEL TO EACH OTHER. Use 16xl6x4 footer size in tables, to determine spacing and load capacity 3) DOUBLE 16xl6x4 FOOTER CONCRETE BLOCK 16xl6x4 CONCRETE FOOTING PAD 16xl6x4 CONCRETE FOOTING PADS OR 4" SLAB Use 16x32x4 footer size in tables, to determine spacing and load capacity. 4) DOUBLE 2x10x18 1/2 FOOTER PLACE CONCRETE BLOCKS PERPENDICULAR TO JOINT IN TOP LAYER Use 16x16x4 Footer tables to determine spacing and load capacity. See also Note 1 for additional requirements. 18 112 1) The lumber used in Footer (4), must be pressure treated wood. i) Pressure treated wood footings shall consist of a minimum of 2 layers of nominal 2" thick pressure -treated wood ii) Pressure treated lumber shall be treated with water -borne preservative in accordance with AWPA standard Ul for Use Category 4B ground contact applications. iii) Cut ends of pressure treated lumber shall be field treated in accordance with AWPA standard M4. 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 © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 2 — FOOTERS AND PIERS Index 2.5. 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 2x8x16 solid concrete block, or per Note 1. PIER "B": Constructed of an interlocked double stack of open cell 8"x8"x16" 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"x16" concrete cap or 2 minimum 4"x8"x16" concrete caps. 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 or 2 minimum 4"x8"x16" concrete caps, 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 and are 4" wide minimum. As an alternate, other materials are acceptable when approved and rated for use as shims. 2.) Concrete blocks are 8x16x8 (nominal) hollow cell load bearing CMU, manufactured in conformance with ASTM C 90. Hollow cells are vertical. 3.) Structural loads must be evenly distributed across capped hollow block piers as shown in the details. When split caps are used on piers `B' and `C', they must have blocks & shims between the I-beam and both pieces of the cap. PIER "A" WOOD SHIMS TO FILL GAPS UP TO 1" MAX. MAIN I -BEAM r OPTIONAL 1 2X.6 T CONCRETE OR 2xBx16 P.T. OR HARDWOOD CAP TYPICAL Q 8X 8X 16 CONCRETE m BLOCKS TYPICAL FOOTING MAIN I -BEAM 4" CONCRETE CAP TYPICAL BX8X16 CONCRETE BLOCKS TYPICAL FOOTING WOOD SHIMS TO FILL GAPS UP TO 1" MAX. -OPTIONAL (2) 2x6 OR (1) 2x12 PIER "CII 0 � No. 26166-E PROFES iiONAL INE��l�,��� si 111C. Do?". WOOD SHIMS TO FILL GAPS UP TO 1' MAX. rOPTIONAL (2) 2x6 MAIN I -B FAM ( OR (1) 2x12 4'CONCRETE CAP TYPICAL 6X8X 16 CONCRETE BLOCKS WITH #3 REBAR IN EACH CELL & ALL CELLS GROUTED SOLID TYPICAL FOOTING y:I1�iE BLOCKS SPLI CAF Section 2, Footers and Piers, Page 3 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 2 — FOOTERS AND PIERS Index 2.6. 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. 2.7. 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 IMA;. 25% 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 © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. OPENING SECTION 2 — FOOTERS AND PIERS Index HARDWOOD WEDGE SHIMS 1X6 OR 2X6 SPACER (IF NECESSARY) — 16" MAX BXBX16 CMU PIER 16X16X4 CONCRETE FOOTING TYPICAL EXTERIOR DOOR AT SIDEWALL (FOR DOOR OPENINGS LESS THAN 4'-0") LARGER DOOR OPENING DOUBLE FRENCH DOORS, ETC.) 16” MAX — DOUBLE 2X — SUPPORT MEMBER. HARDWOOD WEDGE SHIMS 1X6 OR 2X6 SPACER (IF NECESSARY) — MIN 2" CAP — BXBX16 CMU PIER 16X16X4 CONCRETE FOOTING I u O LARGE DOOR OPENINGS AT SIDEWALL (REQUIRED FOR OPENINGS GREATER THAN 4'-0") \/ TO 2p � j6• TO NOMINAL 16" to 20" PRECAST CONCRETE FOOTING 16„�Ifi, NOMINAL 20"x 20"x 4" TAPERED CONCRETE FOOTING WASHING MACHINE OR WATER HEATER LOCATION OR REFRIGERATOR, FIREPLACE. ETC. LOCATED ON OR NEAR PERIMETER RAIL (OUTSIDE 1 -BEAM) � HARDWOOD B WEDGE SHIMS / *8X8X16 1X6 OR 2X6 --- --- SPACER � B MAXF NECESSARY) SAMEIN 2" CAP NOTES16 AS CMU PIER ABOVE19 MAXNCRETE FOOTING 3 IONAL SUPPORT BLOCKING TYPICAL NOMINAL 8"x 16"x 8" CONCRETE MAY BE NECESSARY AT AREAS 1 TER MASONRY UNIT (C.M.U. SUBJECT TO EXTRA WEIGHT OR BLOCKING (ASTM C90 Type 1) VIBRATION NOTES: 1.) Support member is constructed with two 2x4 (South or Middle Zones) or two 2x6 (North Zone) nailed together. Support member must 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 the top of the footing to the top of the concrete cap). 4.) Concrete footings to be minimum 2500 -PSI ,o` �,P`.B.!�!�9��, compressive strength @ 28 days. m No. 26166-E m ;' 0 GIwES�.l�`� Section 2, Footers and Piers, Page 5 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 3 - BLOCKING AND LEVELING PROCEDURE GENERAL NOTES AND TABLES 3.1. BLOCKING AND LEVELING PROCEDURE: .................................................. 1 3.1.1. STEP 1...............................................................................................................1 3.1.2. STEP 2...............................................................................................................1 3.1.3. STEP 3......................................................................................:........................1 3.1.4. STEP 4...............................................................................................................1 3.1.5. STEP 5...............................................................................................................1 3.2. TABLE 1 AND 1.1.................................................................................................. 2 3.3. TABLE 2 AND 2.1.................................................................................................. 3 3.4. FOOTING CAPACITY TABLE: .......................................................................... 4 3.5. COLUMN LOADS: ................................................................................................ 5 PFS#®6 Conforms to HUD MHCSS 9/7/06 Section 3, Blocking and Leveling Page i COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 3 - BLOCKING AND LEVELING PROCEDURE GENERAL NOTES AND TABLES 3.1. BLOCKING AND LEVELING PROCEDURE: 3.1.1. 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. 3.1.2. 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 than the bearing capacity established earlier. 3.1.3. 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. 3.1.4. 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. Any additional piers locations required for "fixed" positions, such as column piers, shear wall piers (WZ 2 and/or 3), or openings in sidewalls, will be marked as such from the factory. 3.1.5. 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" high. (See Section 2 for detail). Note: Table 1 and Table 2 are based on typical 16x16x4 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 © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 3 - BLOCKING AND LEVELING PROCEDURE GENERAL NOTES AND TABLES 3.2. TABLE 1 AND 1.1 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"x16"x4" NOTE 3 DOUBLE 16"x16"x4" SEE NOTE 3 12 -WIDE 14 -WIDE 16 -WIDE 18 -WIDE 12 -WIDE 14 -WIDE 16 -WIDE 18 -WIDE LOAD 1000 3'-2" 2'-8" 2'-6" 2-3" 6-6" 51-81• 5-3" 4-9" SOUTH 1500 4'-10" 4'-2" 3'-11" 3'-6" 8'-0" 8'-0" 7'-7" 6'-9" 2980 20 2000 6'-7" 58" 5'-3" 4'-8" 8'-0" 8'-0" 8'-0" 8'-0" 4600 2700 5155 2500 8'-0" 7'-2" 6'-8" 5'-11" 8'-0" 8'-0" 8'-0" 8'-0" 6'- 0" 3930 3000 8'-0" 8'-0" 8'-0" T-2" 8'-0" 8'-0" 8'-0" 8--o- MIDDLE 30 1000 1500 2000 2500 N/A 4'-3" 5'-9" 7'-3" N/A NIA N/A 5'-9" F-0- 8'-0" 8'-0- 3000 8'-0" 8' -0 - CAUTION: SPANS LISTED IN SHADED AREAS ABOVE FOR MIDDLE ZONE, MAY ONLY. BE USED WHEN THE DATA PLATE INDICATFS "NO PF_RIMETFR BLOCKING REQUIRED'. OTHERWISE. USE TABLE 2 BELOW. 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 I 16 -WIDE 18 -WIDE ZONE PSF SOUTH 20 4'- 0" 2410 2690 2980 3300 6- 0" 3500 3920 4360 4840 8'- 0" 4'- 0" 4600 2700 5155 5740 6380 MIDDLE 30 6'- 0" 3930 81- 0" 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. ®®�®eeesro�e cp pa Q .,4,JC- DOE Notes for Table 1 and 1.1 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. 2. 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. 3. See footer details in section 2 for double footer configurations. 4. 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. 5. 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. 6. For 500 psf soil, size the footing using the pier load table and the footing capacity table. Section 3, Blocking and Leveling Page 2 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 3 — BLOCKING AND LEVELING PROCEDURE GENERAL NOTES AND TABLES \e��aeeclz�Dt 3.3. TABLE 2 AND 2.1 P, TABLE 2 v--- PIER SPACING TABLES - FIXED SIZE FOOTING PAD m �/ ••} S{-,� a' I -BEAM PIERS WITH PERIMETER BLOCKING - SEE NOTE (1) PIER ROOF SOIL SPANS - ® ��''\, " " DOUBLE 16"x16"x4' SEE NOTE 5 at � 11i %\ LOCATION LIVE LOAD CAPACITY 16 x16 x4 OR DOUBLE 8x164"NOTE 5 TABLE 2.1 PIER SPACING TABLES - FIXED SIZE FOOTING PAD [-BEAM PIERS WITH PERIMETER BLOCKING - SEE NOTE (1) PSF) ROOF LIVE LOAD PSF PIER SPACING x (PSF) 12 -WIDE 14 -WIDE 16 -WIDE 18 -WIDE 12 -WIDE 14 -WIDE 16 -WIDE 18 -WIDE [-BEAM - 20 1000 5'-11" 514" 4'-6" 4'-0" 12'-0" 10'-7" 9'-4" 8-3" 1500 9'-2" 7'-10' 6'-11" 8'-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'-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 5'-8" 4'-8" 4'-5" 3'-10" 8'-0" 8'-0" 8'-0" 8'-0" 1500 8'-0" 7'-3" 6'-10" 6'-0" 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" B'-0" 8'-0" 8'-0' 8'-0" 3000 8'-0" 8'-0" 8--0' 8'-0" 8'1' 8'-0" 1'1" 8'-0" I -BEAM 30 1000 51-11" 5'-1" 4'-6" 4'A" 12'-0" 10'-7" 9'-4" 8'-3" 1500 9'-2" 7'-10" 6'41" 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'-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) - - 30 1000 4'-7" 3'40" 3'-8" 3'-2" 8'-0" 8'-0" 7'-8" 6'-8" 1500 7'-0" 5'-10" 5'-8' 5'-0" 8'-0" 8'-0" 8'-0' 8'-0" 2000 8'-0' 8'-0" 7'-8" 6'-8" 8'-0" 8'-0' 8'-0' 8'-0" 2500 8'-0' 8'-0" 8'-0" V-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" [-BEAM • 40 - 1000 5'-11" 5'4" 4'-6' 4'-0" 12'-0" 10'-7' 9'-4" 8'-3" 1500 9t-2' 7'40" 6'-11" 6'-2" 12'-0" 12'1" 12'-0'B�8 2000 12'-0" 10'-7" 9'-4" 8'-3" 12'-0" 12'-0" 12'-0" 2500 12'-0" 12'-0" 11'-9" 10'-5" 12'-0" 12'-0' 12'-0" 3000 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" NOTE 2) 40 1000 3'-10" 3'-3" 3'-2" 2'-9" 8'-0" 6'-9" 6'-6" 1500 5'-11" 5'-0" 4'-10" 4'-3" 8'-0" 8'-0" 8'-0"PERIMETER 2000 8'-0"6'-9" 6'-6" 5'-8" 8'-0"8'-0'8'-0'(SEE 2500 8'-0" 8'-0" 8'-0'7'-2" 8'-0" 8'-0"O" 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 [-BEAM PIERS WITH PERIMETER BLOCKING - SEE NOTE (1) Section 3, Blocking and Leveling Page 3 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. PIER I LOCATION ROOF LIVE LOAD PSF PIER SPACING FOOTER LOAD POUNDS 12 -WIDE 14 -WIDE 16 -WIDE 18 -WIDE • I -BEAM 20 4'-0" 61- 0" 1.-0., 10'- 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 1 4950 5720 6560 I -BEAM 30 4'-0" 6'-0' 8'- 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 No1e2) . 30 4'-0" 1475 1670 1900 2150 2520 3020 3480 3980 6'-0' 2210 2505 2850 3225 3780 4530 5220 5970 8'-0' 2950 3340 3800 4300 5040 6040 6960 7960 • I -BEAM 40 4'-0' 6'-0' 8'-0' 101- 0" 965 1450 1925 2405 1060 1585 2115 2645 1150 1715 2285 2860 1240 1855 2475 3095 CENTERLINE PIERS FOR 1 DOUBLEWIDES SEE NOTE 3 12'-0" 2890 3170 3430 3710 12 -WIDE 14 -WIDE 16 -WIDE 18 -WIDE PERIMETER (see Note2) 40 4'-0' 1760 1985 2250 2540 2990 35704100 4680 6'- 0' 2640 2975 3375 3810 4480 5350 6150 7020 8'-0' 3520 3970 4500 5080 5975 7135 8200 9360 Section 3, Blocking and Leveling Page 3 COPYRIGHT © 2006 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 16x16x4 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 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. 8. For 500 psf soil, size the footing using the pier load table and the footing capacity table. 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 15851bs, 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 LBS4 No Good Load at 4'-0" is 1360 LBS < 1800 LBS 4 OK 3.4. FOOTING CAPACITY TABLE: FOOTING SOIL CAPACITY PSF SIZE (in.) 500 1,000 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 18 x 18 x 4 835 1,960 3,085 4,192 5,317 6,442 20 x 20 x 41 1,090 1 2,490 1 3,877 5,228 1 6,617- 1 8,006 24 x 24 x 61 1,700 1 3,710 1 5,710 7,555 1 9,555* 1 11,329' 30 x 30 x 61 2,835 1 5,960 1 9,085* 1 11,706* 1 14,831* 1 17,956* ®'�flaea®eons p, -B-` , dP � m e�v0 G1�. a Notes: 1. Footers for loads exceeding 8,000LBS, or for the condition indicated by `*', require double stacked block piers (see pier `B' and pier `C'). 2. 16x32x4 footer consists of double stacked 16xl6x4. 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. Pre -manufactured footers may alternatively be used within the terms of their approval and max. load capacity. Section 3, Blocking and Leveling Page 4 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 3 - BLOCKING AND LEVELING PROCEDURE GENERAL NOTES AND TABLES 3.5. 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. COL G COLIF COL E COL D r DIST X DIST COL C COL B COL A Exam le: A 26 wide consistingof a 12 & 14 wide section is installed in®�®\ s�oo Roof Load Zone SOUTH. Determine total loads for COL A, B, and C. 4 v o Span "A" = 12 ft, Span "B" = 10 ft.� COL A: Span "A" to COL B is 12 ft. From table below for "SOUTH" zone, o the load for the 12 wide is 1166 lbs. and for the 14 wide, 1366lbs. Total Load m PR `'" for COL A =1166+1366=2532lbs. ®®v •. ^� ,; 0 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 2041 lbs. 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. To determine pier and footer load at each column add any opposing column load from the mating section using the same procedure for the corresponding spans in that section. 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 16in / IN WIDTH Max. Marria a wall opening ft COLUMN POST OR WALL, LESS THAN 16in IN WIDTH. Nominal max. DOOR PAN "D SPAN "C' 4 OR OPEN'G 8 10 12 14 PAN "B" SPAN "A" 20 22 24 width LESS THAN 48Id ' width in IN WIDTH 12 wide 140 466 641 COL G COLIF COL E COL D r DIST X DIST COL C COL B COL A Exam le: A 26 wide consistingof a 12 & 14 wide section is installed in®�®\ s�oo Roof Load Zone SOUTH. Determine total loads for COL A, B, and C. 4 v o Span "A" = 12 ft, Span "B" = 10 ft.� COL A: Span "A" to COL B is 12 ft. From table below for "SOUTH" zone, o the load for the 12 wide is 1166 lbs. and for the 14 wide, 1366lbs. Total Load m PR `'" for COL A =1166+1366=2532lbs. ®®v •. ^� ,; 0 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 2041 lbs. 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. To determine pier and footer load at each column add any opposing column load from the mating section using the same procedure for the corresponding spans in that section. 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© 2006 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 140 466 641 816 991 1166 1341 1516 1691 1866 2041 2216 14 wide 164 546 751 956 1161 1366 1571 1776 1981 2186 2391 2596 16 wide 186 620 852 1085 1317 1550 1782 2015 2247 2480 2712 2945 18 wide 210 700 962 1225 1487 1750 2012 2275 2537 2800 3062 3325 Section 3, Blocking and Leveling Page 5 COPYRIGHT© 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 3 - BLOCKING AND LEVELING PROCEDURE GENERAL NOTES AND TABLES Column Load Tables continued... Marriage line column loads for Roof Load Zone MIDDLE 30 PSF Marriage line column loads for Roof Load Zone NORTH 40 PSF Max. Marriage wall opening 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 1 210 933 1283 1633 1983 2333 2683 3033 3383 3733 4083 4433 Marriage line column loads for Roof Load Zone NORTH 40 PSF gy�eoeeaop�s 4 P .�: �•''t3. ?iii-3�- a op e®s C* a60fc: � Section 3, Blocking and Leveling Page 6 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. 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 140 777 1069 1361 1652 1944 2236 2527 2819 3111 3402 3694 14 wide 164 1 911 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 1 1166 1603 2041 2478 2916 3353 3791 4228 4666 5103 5541 gy�eoeeaop�s 4 P .�: �•''t3. ?iii-3�- a op e®s C* a60fc: � Section 3, Blocking and Leveling Page 6 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 4 - MULTI SECTION INSTALLATION TOC 4. MULTI WIDE INSTALLATION: ........................................................................ I 4.1. STEP 1...................................................................................................................... 2 4.2. STEP 2...................................................................................................................... 2 4.3. STEP 3...................................................................................................................... 2 4.4. STEP 4...................................................................................................................... 2 4.5. STEP 5...................................................................................................................... 3 4.6. STEP 6.................................................................................................................:.... 3 4.7. STEP 7...................................................................................................................... 3 4.8. STEP 8..................................................................................................................... 3 4.9. STEP 9...................................................................................................................... 5 4.10. STEP 10................................................................................................................ 5 4.11. STEP 11................................................................................................................ 5 4.12. STEP 12.................................:.............................................................................. 6 4.13. STEP 13.............................................................................................................. 4-7 4.14. STEP 14 . ............................................................................................................ 4-7 4.15. STEP 15 . ............................................................................................................ 4-7 PFS#06 Conforms to HUD MHCSS 4/14/06 Section 4, Multi Section Installation, Page i COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 4 — MULTI SECTION INSTALLATION Index 4. MULTI SECTION INSTALLATION: \ PERIMETER BLOCKING REQUIRED AT FACH SIDE OF EXTERIOR MAIN -BEAM SUPPORT PERIMETER BLOCKING AT DOOR $IDE WALL OPENINGS (WINDOWS, DOORS. ETC.) GREATER THAN SINGLE PIER SUPPORTS A7 COLUMNS BLOCKING PER TABLE 1 OPENINGS LESS THAN a'-0- 11 4'_0'. WHEN MORE THAN TWO WINDOWS ARE SIDE BY SIDE, ADD NOT TO EXCEED SOIL BEARING CAPACITIES TABLES). OR TABLE 2, IF PERIMETER / REQUIRED ONLY TO MAKE PER(S) BETWEEN WINDOWS AS WELL. (SEE BLOCKING IS REQUIRED 11 NON -OPERATIONAL DOORS, 2' 0' MAX - OPERATIONAL. /, 1 2'-0' 2WI11�.-S 3 O MOREWINOOWS MAX 11 / \ USE MULTIPLE PIERS TO PROVIDE SINGLE PIER SUPPORTS A7 COLUMNS ADEQUATE FOOTING AREA FOR CENTERLINE BETWEEN SEC IONS COLUMN LOADS EXCEEDING SOIL / / NOT TO EXCEED SOIL BEARING CAPACITIES TABLES). BEARING CAPAPCITY. (SEE / / \ FOR WIND ZONE II AND III 7_� IF PERIMETER BLOCKING IS REQUIRED, MAIN I -BEAM INSTALLATIONS, A PIER IS REQUIRED PERIMETER RAIL BLOCKING IS - UNDER THE'SHEARWALLS' WHERE THEYINTERIOR ALSO REQUIRED AT CENTERLINE. SPACING ATTACH TO THE $IDEWALL. SHEARWALLS THAT EXTERIOR PERIMETER j ARE INDICATED AS DARKENED -IN WALLS THE FLOOR PLAN. BLKING, BUUTT ONLY UNDER MARRIAGE BLOCKING, ON WALLS. ■ - RECESSED ENTRY SEE TABLE _ SEE TABLE —. —� PERIMETER�\■ TRB)OCKING SPACING `\ PERIMETER BLOCKING REQUIRED (IF I PER APPLICABLE TABLES I \\ \ AT EACH SIDE OF RECESSED ENTRIES OR OFFSETS I. rMAIN' I -BEAM TAG UNIT COLUMN PIERS AND/OR PORCH POST LOCATIONS. I 113 FLOOR WIDTH IF PERIMETER 16 WIDE MAX. I--- --/-----■—_---.'/■-------- �I---------- — -- — -------- --_I_ BLOCKING IS REQ'D I- FOR MAIN UNIT. r-- 2'-(r 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 16xl6x4 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 16 -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 (41921bs). 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 Section Installation, Page 1 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 4 — MULTI SECTION INSTALLATION Index 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 8,000-1b 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". 4.1. 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. MAIN BEAM 1/8" �\ 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). 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. Some homes have hinged roof designs that require the roof to be raised before the sections are joined together. Refer to the hinged roof section for the installation procedure of these homes. 4.2. 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. 4.3. 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). 4.4. 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. 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 Section 4, Multi Section Installation, Page 2 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 4 — MULTI SECTION INSTALLATION Index with pier spacing requirements. Do not install piers under axles or at MARRIAGE WALL AT spring hanger locations. CENTERLINE MAY BE DOUBLE OR SINGLE. 4.5. STEP 5. LOOR DECKING Repeat STEP 4 on the other I-beam TRANSVERSE 4FLOOR JOISTS MAIN I -BEAM of this section. INTERIOR I � CROSSMEMBER 4.6. STEP 6. Place the remaining supports under the main I -Beams maintaining proper spacing and support sizing previously determined. Also, GROUND LEVEL ensure that the centerline of the rear ADDITIONAL PIER SUPPORTS ARE SEE APPLICABLE REQUIRED UNDER EACH COLUMN PIER DETAILS pier supports is located within 24" SUPPORT. of the rear of the home (See typical multi wide pier x -section in the beginning of the section). 4.7. 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. I 4.8. 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 MAX.M 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 1x6 and/or 2x6 wood plate(s) and/or wedge-shaped wood shims if necessary. Wood EXTERIOR ENDWALL r COLUMN / Anchor Bracket(s) 16" max. 16"max. center of column to center of bracket MAIN I -BEAM GROUND LEVEL COLUMN PIER @ END OF UNIT SET BACK A MAX. OF 8" AS SHOWN. Section 4, Multi Section Installation, Page 3 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. • SECTION 4 — MULTI SECTION INSTALLATION Index shims must be at least 4" wide and 6" long and cannot �Lf exceed 1" in thickness. goo Shims must be driven tight WO and perpendicular to the FACTORY INSTALLED COLUM ANCHOR BRACKETS perimeter joist. Total CONNECT TO ANCHOR(S) AND STRAP(S) SUPPLIED thickness of the combined BY OTHERS. 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 is 3 of the perimeter joist should be within 3/8" and should N �s not deviate more than 3/4" (12) #10 wood screws. overall as measured by ;� (6) each side within 12" of bracket. water level. In some cases, L 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. 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 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). 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 along the mating line under marriage wall columns. EXTERIOR SIDEWALL Because they carry the load of two sections, the spacing is half the distance FLOOR DECKING of the spacing required for exterior MAIN I -BEAM walls. Perimeter_ piers are NOT INTERIOR required under open spans along CROSSMEMBER marriage line. T, 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 I of this section. 8" ----{f I MAX. SEE APPLICABLE PIER DETAILS ` GROUND LEVEL PERIMETER PIER MAYBE FLUSH WITH EDGE OF FLOOR OR SET BACK A MAX. OF 8" AS SHOWN. Section 4, Multi Section Installation, Page 4 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. • SECTION 4 — MULTI SECTION INSTALLATION Index 4.9. 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. 4.10. 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, without shimming. 4.11. STEP 11. Fasten the floors and ridge of roof 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: INSTALLED FROM BOTTOM UP RIDGE RAIL 0 CENTERLINE RIM JOIST CENTERLINE INSTALLED FROM VT TOP DOWN t Section 4, Multi Section Installation, SEE CHART FOR SPACING 1/2 SPACING 1/4" or 5/16" lag screws (or #10 wood screws) each side staggered per spacing chart. Page 5 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. Spacing Chart - Floor Connection 20° Max. Roof 6/12 Max Roof 1/4"x4" Lag 48" o.c 29" o.c. 5/16"x4" Lag 48" o.c 31" o.c. #10x4" Screw 40" o.c 24" o.c. Spacing Chart - Roof Connection 20° Max. Roof 6/12 Max Roof 5/16"x5' Lag 28" o.c. 28" o.c. #10x5' Screw 27" o.c. 26" o.c. Page 5 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 4 — MULTI SECTION INSTALLATION Index For Wind Zones II and III: SEE CHART —{ I Spacing Chart - 20° Max. Roof Connection WZ II WZ III Straps 8'-0" o.c. 6'-8" o.c. 1/4" Lag 40" o.c. 39" o.c. 5/16" Lag 42" o.c. 40" o.c. #10 Screw 32" o.c 32" o.c. Spacing Chart - 6/12 Max. Roof Connection WZ II WZ III Straps 4'-0" o.c. 4'-0" o.c. 1/4" Lag 22" o.c. 20" o.c. ,5/16" Lag 23" o.c. 21" o.c. #10 Screw 17" o.c. 16" o.c. 1 12" X 27GA (0.016") STEEL GALVANIZED STRAPS 6'OC MAX WITH (12) 7/16' X 1 SGA GALVANIZED STAPLES EACH END OF STRAP (MIN 1" PENETRATION) S ALTERNATE FASTENING: ROOFING NAILS (0.120 DIA EWS MIN) 9 EACH END W1MIN 11/2' LEGS. 10X4"OR1/4"X4%AG RIM JOIST@ CREWS OR 5116"X4' LAG CENTERLINE 'CREWS PER CHART. USX EACH SIDE STAGGERED 4STALLED FROM OPORBOTTOM 111111111XX Jill M AS SHOWN. 4.12. 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. #10x5" LAGS OR 1/4'x5" LAGS OR 5/16"x5" LAGS I I I I I I i I JI I i I FRONT/REAR OF HOME TOP VIEW OF ROOF #10 X 5" WOOD SCREWS OR 1/4'x5" LAG SCREWS OR 5/16"x5" LAGS(STAGGERED) INTO OPPOSITE HALF OF RIDGEBEAM i / APPROX 450 MAXIMUM SPACING USING: Spacing Chart - 20° Max. Roof ............... Spacing Chart - 6/12 Max. Roof Connection WZ II WZ III Connection WZ II WZ III 1/4" Lag 24" o.c. 22" o.c. 1/4" Lag 18" o.c. 15" o.c. 5/16" Lag. 28" o.c. 28" o.c. _ 5/16" Lag 28" o.c. 26" o.c. #10 Screws 24" o.c. 22" o.c. #10 Screws 18" o.c. 15" o.c. Section 4, Multi Section Installation, Page 6 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 4 — MULTI SECTION INSTALLATION Index 4.13. STEP 13. Secure the front and the rear end walls studs together from the exterior Factory side with #8 or #10 x 3" screws or gasket 16d nails both at 8" 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 remove!. 4.14. STEP 14. 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. 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. 4.15. 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 Section Installation, Page 7 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 5 - SINGLE SECTION INSTALLATION TOC 5.1. STEP 1: ..................................................................................................................... I 5.2. STEP 2: .................................................................................................................... 1 5.3. STEP 3: .................................................................................................................... I 5.4. STEP 4: .................................................................................................................... 1 5.5. STEP 5: .................................................................................................................... 2 5.6. STEP 6: ............................................................................................. ...................... 2 5.7. STEP 7: .................................................................................................................... 2 5.8. STEP 8: .................................................................................................................... 2 5.9. STEP 9: .................................................................................................................... 2 5.10. STEP 10: ............................................................................................................... 2 PFS#06 Conforms to HUD NMCSS 4/14/06. Section 5, Single Section Installation Page i COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 5 — SINGLE SECTION INSTALLATION Index 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. F__ ' FOR WIND ZONE II AND III INSTALLATIONS, A PIER IS REQUIRED MAIN I -BEAM UNDER THE'SHEARWALLS' WHERETHEY ATTACH TO THE SIDEWALL. SHEARWALLS ARE INDICATED AS DARKENED -IN WALLS ON THE FLOOR PLAN. SEE 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) T-0• BETWEEN WINDOWS AS WELL. 7 MAX RECESSED ENTRY PERIMETER BLOCKING REQUIRED AT EACH SIDE OF RECESSED ENTRIES OR OFFSETS AND/OR PORCH POST LOCATIONS. 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 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. 5.1. STEP 1: Review the requirements of Section 2 and 3 5.2. STEP 2: Position the home in the desired location. 5.3. 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. 5.4. STEP 4: MAIN BEAM V JACKING PLATE MADE FROM MIN. 18" long C -CHANNEL. SUGGESTED SIZES: C4 X 5.4 LBS/FT or C5 x 6.7 LBS/FT FOR wide ! FLANGE BEAMS. 1/4" X 1 1/2"X 1/8" MIN. PLATE RND. PIPE (WITH 1/8" MAX. CLEARANCE FOR JACK HEAD) X ," APPDX. DEPTH. 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 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). Carefully operate all jacks simultaneously to prevent excessive stress to the unit and raise this side slightly higher Section 5, Single Section Installation Page 1 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTIONS — SINGLE SECTION INSTALLATION Index 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. 5.5. STEP 5: Repeat STEP 4 on the other main I-beam of the unit. 5.6. 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 centerlines of the rear pier supports are located within 24" of the rear end of the unit. 5.7. 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 f 3/8" and should not deviate more than 3/4" overall as measured by water level. 5.8. STEP 8: EXTERIOR SIDEWALL Tape or repair any punctures or tears in the bottom board that may have occurred during positioning or FLOOR DECKING hacking of the unit. MAIN I -BEAM INTERIOR CROSSMEMBER 5.9. STEP 9: Perimeter supports are required under any sidewall offset or recessed condition. Supports may be 8" MAX. SEE APPLICABLE necessary at areas that are subject to extra weight or PIER DETAILS 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 GROUND LEVEL PERIMETER PIER MAYBE perimeter joist. Install perimeter supports at exterior FLUSH WITH EDGE OF FLOOR OR SET BACK A MAX. OF 8' door openings that are less than 4'-0", unless door AS SHOWN. 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. 5.10. STEP 10: If the unit is installed in a geographic area where perimeter blocking is required (as determined in Section 3), install the piers at the exterior perimeter joist at this time. The piers may be set back a maximum of 8", as shown in the detail above. Section 5, Single Section Installation Page 2 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 6 - TAG UNIT INSTALLATION TOC 6.1. STEP 1: ..................................................................................................................... 1 6.2. STEP 2: .................................................................................................................... I 6.3. STEP 3: ...................................................................................................... ............. 1 6.4. STEP 4: .................................................................................................................... 1 6.5. STEP 5: .................................................................................................................... 1 6.6. STEP 6: ............................................................................ ....................................... I Ap a PFS#o6 Conforms to HUD MHCSS 4/14/06 Section 6, Tag Unit Installation, Page i COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 6 — TAG UNIT INSTALLATION Index 6.1. 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. 6.2. 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. 6.3. STEP 3: Using a water level, check the level of all piers. At all points along the I -Beam, the elevation of the MAIN UNIT FLOOR lower flange of the I-beam should be ±3/8 and should not deviate more than 3/4" overall as TAG UNIT FLOOR measured by water level. I \ 6.4. 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 11. If the floors are offset from each other, use the method shown. 6.5. 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. 6.6. 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. FACTORY INSTALLED 1 Y2'x1 y2'x3/6'x12" OR 1 2"x1 %2'x11 GA. ANGLE IRON; TWO EACH END OF TAG UNIT, ONE IN CENTER OF TAG UNIT 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 fM KAAY R" n r WALL STUDS 3 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 I COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved: SECTION 6 — TAG UNIT INSTALLATION Index 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 sub fascia with metal screws. OPTION B: Option B is used when the gap between the main unit dormer overhang and the tag unit roof is greater 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. FACTORY INSTALLED FLASHING SHINGLES UNDERLAYMENT CARRIED UP INTO DORMER SUB -FASCIA FASCIA DISTANCE BETWEEN MAIN UNIT DORMER AND TAG UNIT ROOF MAY VARY. MIN. 1/4" TO MAX OF 2". TAG UNIT TRUSS I MAIN UNIT DORMERTRUSS 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. NOTE: There are no other connections necessary from tag to main unit roof, for either of the options. (SHINGLES NOT SHOWN ON MAIN UNIT FOR CLARITY) MAIN UNIT DORMER UNDERLAYMENT OVER ROLLED ROOFING CARRIED UP INTO DORMER SUB -FASCIA MIN. 3" FACTORY INSTALLED FLASHING FASCIA SHINGLES DRIP EDGE '- FASCIA FACTORY INSTALLED FLASHING TAG UNIT ROOF DISTANCE BETWEEN MAIN UNIT DORMER AND TAG UNIT ROOF MAY VARY. TAG UNITI III MAIN UNIT TRUSS DORMER TRUSS ONCE UNITS ARE JOINED TO MAIN UNIT, INSTALL 30GA GALAVNIZED STRAP OVER ROOF SHEATHING JOINT AND COMPLETE SHINGLE APPLICATION. TAG UNI_ ADDITONAL BLOCKS REQUIRED @ MAIN UNIT FLOOR @ OPENINGS IN MAIN UNIT SIDEWALL EXCEEDING 4'-0" Section 6, Tag Unit Installation, Page 2 . COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 - ANCHORING TOC 7. ANCHORING: ...................................................................................................................... I 7.1. MATERIAL SPECIFICATIONS: .................................................................................................. 2 7.1.1. STRAPPING: ............................................................................................................................. 2 7.1.2. ANCHORS:....................................................................................:...........................................2 7.4.2. 7.1.3. STABILIZING DEVICES: ........................................................................................................ 2 7.1.4. OTHER APPROVED SYSTEMS: ............................................................................................. 2 7.2. INSTALLATION PROCEDURE: .................................................................................................. 2 7.2.1. STEP 1........................................................................................................................................ 2 7.2.2. STEP 2............................................................:............................................................................4 MULTI -SECTION TIE -DOWN WIND ZONE II & III ......................................................... 7.2.3. STEP 3........................................................................................................................................ 4 7:2.4. STEP 4........................................................................................................................................ 5 7.3. TIE -DOWN METHODS.................................................................................................................. 6 7.4. TIE DOWN STRAP SPACING - 200 MAX. PITCH — WIND ZONE I ....................................... 7 7.4.1. TABLE 7.4.1 - T-6" MAXIMUM SIDEWALL HEIGHT......................................................... 7 7.4.2. TABLE 7.4.2 - 9'-0" MAXIMUM SIDEWALL HEIGHT ................ '......................................... 7 7.4.3. SINGLE SECTION TIE -DOWN WIND ZONE II & III........................................................... 8 7.4.4. MULTI -SECTION TIE -DOWN WIND ZONE II & III ......................................................... :.. 8 7.4.5. MULTI -SECTION TIE -DOWN WIND ZONE II & III............................................................ 9 7.5. LONGITUDINAL TIES REQUIRED: ........................................................................................... 9 7.5.1. TABLE 7.5.1 — MAX. SIDEWALL HEIGHT = 8'-0". MAX. ROOF PITCH = 4.35/12.......... 9 7.5.2. TABLE 7.5.2 — MAX. SIDEWALL HEIGHT = 8'-0". MAX. ROOF PITCH = 4.35/12........ 10 7.5.3. TABLE 7.5.3 — MAX. SIDEWALL HEIGHT = 9-0". MAX. ROOF PITCH = 7/12 ............. 10 7.5.4. TABLE 7.5.4 — MAX. SIDEWALL HEIGHT = 9-0". MAX. ROOF PITCH = 7/12 ............. 11 7.6. LONGITUDINAL STABILIZING DEVICES OR SYSTEMS: ................................................. 11 7.6.1. LSD 4/12 PITCH MAXIMUM........................................................................................:....... 12 7.6.2. LSD 7/12 PITCH MAXIMUM................................................................................................ 12 7.7. SLIPSIDES OR OFFSET UNIT ANCHORING: ........................................................................ 13 7.7.1. TABLE 7.7.1 FOR WIND ZONE 1 — 96" MAX. SIDEWALL: .............................................. 13 7.7.2. TABLE 7.7.2 FOR WIND ZONE 1 — 116" MAX. SIDEWALL: ............................................ 14 7.7.3. TABLE 7.7.3 WIND ZONES 2 AND 3 — 96" MAX SIDEWALL: ......................................... 14 7.7.4. TABLE 7.7.4 WIND. ZONES 2 AND 3 — 114" MAX SIDEWALL: ....................................... 14 PFS#06 Conforms to HUD MHCSS 4/14/06 Section 7, Anchoring, Page i COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 - ANCHORING Index 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., Minute Man Anchors, Inc., or Olivet Technologies, 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 thenearest supplier of Minute Man Anchors, call toll free 1-800-438-7277 (www.minutemanproducts.com). To locate the nearest supplier of Oliver Technologies, Inc, call toll free 1-800-284-7437 (www.olivertechnologies.com). 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. 7. ANCHORING: 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 are an extremely important step in the installation process. To put this in perspective, consider the fact that each anchor can resist an ultimate tension force of 4725 LBS, which is approximately the weight of a luxury car! 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: TABLES 7.4.1 and 7.4.2. Required Tested Anchor Capacities Design Load =3150 LBS Ultimate.Load = 4725 LBS 4725 lbs.. HOLDING POWER REQUIRED! A Lincoln Town Car or Cadillac Deville weighs about. 47A0 lbs: Section 7, Anchoring, Page 1 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 — ANCHORING Index b) Single section units installed in Wind Zones II & III: TABLE 7.4.3 c) Multi section units installed in Wind Zones II & III: TABLES 7.4.4 and 7.4.5 d) Multi section, offset units TABLE 7.7.1 to 7.7.2 Wind Zone 1 or TABLE 7.7.3 to 7.7.4 Wind Zone II&III 7.1. MATERIAL SPECIFICATIONS: 7.1.1. 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 withstanding a 50% overload (4725 lbs. total). 7.1.2. 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. 7.1.3. 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. 7.1.4. 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. 7.2. INSTALLATION PROCEDURE: 7.2.1. STEP 1. a) Determine diagonal tie spacing requirements. If the home is designed and installed in Wind Zone 1, determine from Table 7.4.1 or 7.4.2, 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. 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 7.4.3 for single section units and tables 7.4.4 and 7.4.5 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 © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 - ANCHORING Index STRAP SPACING PER APPLICABLE TABLE 2 0- X X MAX X10°max MAIN I -BEAM LISTED STRAP LONGITUDINAL TIE CONNECTEDTO 10'I71aX. APPROVED PIVOT CONNECTORS LL -I-� __-_=_�_� _ STRAP SPACING PER APPLICABLE TABLE 2'-0" X X I MAX � ~ Z O LISTED STRAP MAIN I -BEAM U W CENTERLINE BETWEEN SECTIONS LONGITUDINAL TIE 10'Inax ONNECT DT APPROVED PIVOT CONNECTOR SINGLE SECTION HOME m 11 . TYPICAL COLUMN ZI I ANCHORS REQUIRED IN Z b) Determine longitudinal ties required. U WIND ZOND2S3ONLY. Longitudinal ties are designed to resist net N horizontal wind loads acting against the end wall of the home. They may or may not be %o_'max — — required for Wind Zone I, depending on the home's length, width, and height off the MAX I x —L x ground. Refer to the appropriate charts in this STRAP SPACING PER APPLICABLE TABLE section. Wind Zones II and III require the I DOUBLE SECTION HOME installation of longitudinal ties. STRAP SPACING PER APPLICABLE TABLE STRAP SPACING PER APPLICABLE TABLE 2'-0" X X 2'-0" X X MAX MAX. —�- 4 J 0 z LD MAIN I -BE M LISTED STRAP o p y U Ui ��CENTERUNE BETWEEN SECTIONS X03 _� ��°max \ LONORUOINALTIE (`✓�``.(/ ONNECTO PPPRE PRAT CONNEC CTO OR D] I \ I "– LISTED STRAP MAIN I -BEAM eCENTERLINE BETWEEN SECTIONS f0°max LONGITUTE TIE APPROVED PHOT CONNECTOR m I TYPICAL COLUMN Z ANCHORS REQUIRED 0 IIMAIN-BEAM NWMDZDND283 U w CENTERLINE BETWEEN SECTIONS U 2'-0' X X x MAX U 0LU II I U L I LONGITUDINAL TIE rT ECTEg11 _ -APPROVED PIVOT ,IjJ CONNECTOR '\10°maz TYPICAL COLUMN— ANC MORS REOURED INWINOZOND283 MAIN I -BEAM LLzm +VO°maz 213 I X I X _L y F V MAX STRAP SPACING PER APPLICABLE TABLE TRIPLE SECTION HOME WITH SLIP SIDE CENTER SECTION Section 7, Anchoring, Page 3 COPYRIGHT © 2006 BY PALM HARBOR HOMES, 1NC. All Rights Reserved. TYPICAL COUNINANCHO� _) II IN NOZOND2 BE0 3 I— W GE 0°max LONGITUDINALTIE OHNECLEaJD APPROVED MOT CONNECTOR U TYPICAL COLUAN Z ANCHORS REOUIREO O I INWROZONDi S3 H U Ui c 2'-0" I X I X MAX STRAP SPACING PER APPLICABLE TABLE TRIPLE SECTION HOME I "– LISTED STRAP MAIN I -BEAM eCENTERLINE BETWEEN SECTIONS f0°max LONGITUTE TIE APPROVED PHOT CONNECTOR m I TYPICAL COLUMN Z ANCHORS REQUIRED 0 IIMAIN-BEAM NWMDZDND283 U w CENTERLINE BETWEEN SECTIONS U 2'-0' X X x MAX U 0LU II I U L I LONGITUDINAL TIE rT ECTEg11 _ -APPROVED PIVOT ,IjJ CONNECTOR '\10°maz TYPICAL COLUMN— ANC MORS REOURED INWINOZOND283 MAIN I -BEAM LLzm +VO°maz 213 I X I X _L y F V MAX STRAP SPACING PER APPLICABLE TABLE TRIPLE SECTION HOME WITH SLIP SIDE CENTER SECTION Section 7, Anchoring, Page 3 COPYRIGHT © 2006 BY PALM HARBOR HOMES, 1NC. All Rights Reserved. SECTION 7 — ANCHORING Index Longitudinal Stabilizing Devices, such as Tie Down Engineering's LSD or other equivalent systems, are the preferred method. For number of devices required, see Tables 7.6.1 and 7.6.2 of this section. Note: some States may have prescriptive requirements, which may supersede manufacturer's installation instructions. Note: Center sections of triple wide units only require column anchors, unless the center section is of the slip side design. In this situation, the part of the triple section that extends beyond the other sections is treated like a single section. Refer to the detail below and the slip side anchoring instructions in this section. 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 Tables 7.5.1, 7.5.2, 7.5.3, & 7.5.4 for Wind Zone I, Table 7.6.1 & 7.6.2 for Wind Zone II & III single section and multi section units. Note: some States may have. prescriptive requirements, which may supersede manufacturer's 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. 7.2.2. STEP 2. Mark all anchor locations to ensure no interference with other, components such as piers, plumbing or heating/cooling ducts. Install anchors per the anchor manufacturer's installation requirements. 7.2.3. STEP 3. Pivot Clamp Installing diagonal tie downs: I -Beam Connection: Connect the strap to the top flange of the main Main Beam I -Beam using an approved clamping device. top flange The device must also incorporate a swivel Strap to connection. These devices are available through Tie Down Engineering, Minute Man anchor Anchors and other anchor equipment manufacturers/suppliers. Section 7, Anchoring, Page 4 , COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 — ANCHORING Index 7.2.4. STEP 4. Anchor and Strap: Attach the other end of the strap to the anchor head per the following procedure: b) C� a) Insert bolt into head; attach nut to other side loosely. Bolt may be inserted from either side. b) 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 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. 7:No.26166-E PROFESSiONAL v� FMGIq ..* C. Section 7, Anchoring, Page 5 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 — ANCHORING Index The photo to the right is an example of the correct strap installation procedure. This strap is tight, neat, and there is no excess strap at the anchor head location. The straps in the photo to the left are an example of an incorrect installation. These straps are loose and both have quite a bit of excess strap at the anchor head location. 7.3. TIE -DOWN METHODS One of the two following methods shall be used to anchor the home to the ground using 4725 lb. capacity anchors and tie -down straps run vertical and diagonal. One method is using the outside I- beam, or I-beam closest to the vertical tie -down strap, as shown on the detail below to the left. The other method is using the opposite I-beam, or I-beam farthest from the vertical tie -down strap, as shown on the detail below to the right. Refer to the following tables for spacings and pier heights for single and multi -section homes. EXTERIOR S€DEWALL 0.035 X 11W TIE-DOVVN STRAP OR BRACKET INSTALLED AT FACTORY USG O C=0 u U)po � 3a I ~ •Ain /_i--- MAJINI-BEAM r}}�— L INTERIOR CROSS MEMBER i– GROUND LEVEL 0.035 X Af TIE -DOWN STRAP FURNISHED BY INSTALLER min. Angle when no Stabilizing device is used. Install anchor between 20 and 30 degrees when at 4'-0" D.C., 31 to 40 degrees > 4'-0" o.c. spacing, or VERTICAL with approved stabilizing device. Section 7, Anchoring, EXTERIOR SIDEWALL GROUND LEVEL SEE NOTE 7 Angle of anchor when no stabilizing device is used Install anchor between 40 to 50 degrees, or Vertical when approved stabilizing device is used. Page 6 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. 0.035 X 114" TIE -DOWN INTERIOR CROSS MEMBER STRAP OR BRACKET INSTALLED AT FACTORY MAIN I -BEAM rr LU O U O 0 H O co DOUBLE o F HEADED O W ANCHOR \�F X Q U Z 30oMIN 0.035 X 1Y4" TIE -DOWN a 1 STRAP FURNISHED BY INSTALLER GROUND LEVEL SEE NOTE 7 Angle of anchor when no stabilizing device is used Install anchor between 40 to 50 degrees, or Vertical when approved stabilizing device is used. Page 6 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 — ANCHORING Index 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 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.) The chart applies to Multi Section models and Tag units. 7.) When using the OPPOSITE METHOD ONLY (detail on the right), if utilities (HVAC duct, plumbing lines, etc.) prevent the 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. 7.4. TIE DOWN STRAP SPACING - 200 MAX. PITCH — WIND ZONE I Single And Multi Section Units 7.4.1. TABLE 7.4.1- T-6" MAXIMUM SIDEWALL HEIGHT HEIGHT FROM ANCHOR HEAD TO BOTTOM OF FLOOR MAXIMUM TIE -DOWN STRAP SPACING 12 - WIDE 14 -WIDE 16 - WIDE 18 - WIDE 140" MINIMUM 160" MINIMUM 186" MINIMUM 210" MINIMUM FLOOR WIDTH FLOOR WIDTH FLOOR WIDTH 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" 5'-11 " 8'4" 10'-8" 12'-3" 57". to 64" 5'-3" 7'-6" 9'-10" 11'-5" 65" to 80" 4'-9" 6'-2" 8'-4" 10'-0" 7.4.2. TABLE 7.4.2 - 9'-0" MAXIMUM SIDEWALL HEIGHT HEIGHT FROM ANCHOR. HEAD TO BOTTOM OF FLOOR MAXIMUM TIE -DOWN STRAP SPACING 3 12 -WIDE 14 - WIDE 16 -WIDE .18 - WIDE 140" MINIMUM 160" MINIMUM 186" MINIMUM 210" MINIMUM FLOOR WIDTH FLOOR WIDTH FLOOR WIDTH FLOOR WIDTH 20" to 24" 9'-6" 11'-6" 12'-8" 13'-6" 25" to 32" 7'-10" 10'-2" 11'-6" 12'-9" 33" to 40" 6'-8" 8'-10" 10'-5" 11'-11" 41 " to 48" 5'-9" 7'-10" 9'76" 11'-2" 49" to 56" 5'-0" 7'-0" 8'-7" 10'4" 57" to 64" 4'-5" 6'-4" 7'-10" 9'-8" 65" to 80" 3'-8" 5'-2" 6'-8" 8'4" Section 7, Anchoring, Page 7 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 — ANCHORING Index 7.4.3. SINGLE SECTION TIE -DOWN WIND ZONE II & III 200 MAXIMUM ROOF PITCH T-6" MAX. SIDEWALL HEIGHT Table 7.4.3 UNIT WIDTH WIND ZONE II WIND ZONE II WIND ZONE III Diagonals to Diagonals to Outside I -Beam Opposite I -Beam Diagonals to Diagonals Outside I -Beam Opposite to I -Beam SIDEWALL TIES VERTICAL & SIDEWALL TIES VERTICAL & DIAGONAL DIAGONAL SIDEWALL TIES VERTICAL & SIDEWALL TIES DIAGONAL DIAGONAL VERTICAL & installed max height installed max height spacing from anchor spacing from anchor (FT) to btm of floor (FT) to btm of floor (in) (in) installed max. height installed spacing from anchor spacing (FT) to btm of floor (FT) (in) max height from anchor to btrn of floor (in) 14 -WIDE 4'-0" 46 4'-0" 80 4'-0" 34 4'-0" 80 160• MIN 5'-4• 30 5'13" 80 5-4" 20 5-4' 80 Floor Width 6'-8" 20 6'-8" 80 6'-8" N/A 6'-8" 46 DIAGONAL 8'-0" N/A 8'-0" 52 8'-0" N/A 8'-0" N/A installed max height installed max. height 4'-0" 50 4'-0" 80 16 - WIDE 4'-0" 70 4'-0" 80 180" MIN 5'-4" 80 5'-4" 28 5'-4" 80 Floor Width 6'-8" 28 6'-8" 80 6'-8" N/A 6'-8" 46 (FT) 8'-0" N/A 8'-0" 54 8'-0" N/A 8'-0" WA (FT) to btrn of floor (FT) 18 - WIDE 1 4'-0" 80 4'-0" 80 4'-0" 64 4'-0" 80 210 Floor Width 5-4" 57 5'4" 1 805'-4" 36 5'-4" 80 6'-8" 20 6' 8" 46 870' N/A I 8'-0" 54 8'-0" N/A 8'-0" WA Example: ���`a�..P B 18 wide x 60 ft long home to be installed in Wind Zone II. Vertical tie spacing is 6'-8" o/c. The maximum height of - the pier must be 36" or less if the outside I-beam is used. No. The maximum height of the pier may be increased up to v ; PROFESSIONAL 80" if the opposite I-beam is used. iev0 7.4.4. MULTI -SECTION TIE -DOWN WIND ZONE II & III 'e°��IC, 200 MAXIMUM ROOF PITCH T-6" MAX. SIDEWALL HEIGHT ' Table 7.4.4 Section 7, Anchoring, Page 8 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. WIND ZONE II WIND ZONE III Diagonals to Diagonals to Diagonals to Diagonals to Outside [-Beam Opposite I -Beam Outside I -Beam Opposite [-Beam SIDEWALL TIES VERTICAL & SIDEWALL TIES VERTICAL & SIDEWALL TIES VERTICAL & SIDEWALL TIES VERTICAL & UNIT DIAGONAL DIAGONAL DIAGONAL DIAGONAL WIDTH installed max height installed max height installed max. height installed max. height spacing from anchor spacing from anchor spacing from anchor spacing from anchor (FT) to btm of floor (FT) to btm of floor (FT) to btrn of floor (FT) to btm of floor (in) (in) (in) (in) 12 -WIDE 4'-0" 28 4'-0" 80 4'-0" 20 4'-0" 80 160" MIN 6-4" N/A 5'-4• 80 5'-4" N/A 5'-4" 80 Floor Width 6'$" N/A 6'-8" 80 6'-8" N/A 6'-8" 38 8'0" NIA 8'-0" 48 8'-0" N/A 14 -WIDE 4'-0" 46 4'-0" 80 4'-0" 33 4'-0" 80 140• MIN 5'11" 32 5'-4" 80 5'-4" N/A5'-4" 80 Floor Width 6'-8" 20 6'-8" .80 6'-8" N/A 6'-8" 40 WA 8'-0" 52 8'-0" N/A 8'-0" WA 16 -WIDE 4'-0" 64 4'-0" 80 4'-0• 44 1 4'-0" L 80 180" MIN 5'-4" 405'-4" 64 5'-4• 24 5'-4" 80 Floor Width 6'$" 26 6'-8" 44 6'-8" N/A 6'-8" 38 WA 8'-0" 32 8'-0" N/A 18 - WIDE 80 4'-0" 80 4'-0" 210" MIN - 57 5'-4" 80 5'-4" 36 5'-4" 80 Floor Width H8'-0' 36 6'-8" 1 80 6'-8" N/A 1 6'-8" 1 N/A N/A 8'-0" NIA 8'-0" N/A 8'-0" WA Section 7, Anchoring, Page 8 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 — ANCHORING Index 7.4.5. MULTI -SECTION TIE -DOWN WIND ZONE II & III 200 MAXIMUM ROOF PITCH 9'-0" MAX. SIDEWALL HEIGHT Table 7.4.5 UNIT WIDTH Diagonals to Outside I -Beam Diagonals to Opposite I -Beam Diagonals to Outside [-Beam Diagonals to Opposite I -Beam SIDEWALL TIES VERTICAL & SIDEWALL TIES VERTICAL & DIAGONAL DIAGONAL SIDEWALL TIES VERTICAL & DIAGONAL SIDEWALL TIES VERTICAL & DIAGONAL installed max height installed max height spacing from anchor spacing from anchor (FT) to btm of floor (FT) to btm of floor (in) (i n) installed spacing (FT) max height from anchor to btm of floor (in) installed spacing (FT) max. height from anchor to btm of floor (in) 12 -WIDE 4'-0" NIA 4'-0" 80 2 Wind Zone III homes with 9'-0" maximum sidewalls can not be anchord with the method using the outside I-beam. These homes must b e anchored with the method using the opposite kbeam. - 4'-0" 80 160" MIN 5-4" WA 64" 80 41 5'-4" 44 Floor Width 6-8" WA 6'-8" 46 6-8" WA 14 -WIDE 4'-0" 36 4'-0" 80 4'-0" 80 140" MIN . 5'-4" 21 5'4" 80 5-4" 48 16 - WIDE 4'-0" 50 4'-0" 80 4'-0" 80 160" MIN 5'4" 30 5'-4" 80 5'-4" 50 18 -WIDE 4'-0" 70 4'=0" 80 4'-0" 80 210" MIN 5'-4" 41 5'-4" 80 5'-4" 52 7.5. LONGITUDINAL TIES REQUIRED: The number of longitudinal ties required may be in accordance with Table 7.5.1 thru 7.5.3 below (Wind Zone I only!!!) For Wind Zone II & III see Table 7.6. 1, & 7.6.2 in this section for Tie -Down Engineering's LSD system requirements. Tables 7.5.1 & 7.5.2 are for maximum 4/12" roof pitch. See tables 7.5.3 & 7.5.4 for greater sidewall height and/or roof pitch. 7.5.1. TABLE 7.5.1— MAX. SIDEWALL HEIGHT = 8'-0". MAX. ROOF PITCH = 4.35/12 Number of longitudinal ties required WITHOUT restriction as to pier height or type. (Except as limited by other details) * For table 7.5.1, number of ties required is for each section. Floor Width Minimum quantity each end of each section* Minimum Strap Angle from Vertical Single Double Triple 12 — Wide 2 24 26 29 14 - Wide 2 39 33 37 16 — Wide 2 34 40 45 18 - Wide 2 41 49 58 • A . �O m ems: No 26166-E PROFESSIONAL o .,�yi�t>r /Cpo��. o!G"� Section 7, Anchoring, Page 9 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 = ANCHORING Index 7.5.2. TABLE 7.5.2 — MAX. SIDEWALL HEIGHT = 8'-0". MAX. ROOF PITCH = 4.35/12 Number of longitudinal ties required for single or double stack block piers, not exceeding tabulated pier height and unit having a minimum lengtVas tabulated. Note: Minimum strap angle from vertical is 40° for Table 7.5.2. * Minimum number of ties required is total each end to be split over all sections. Longitudinal Ties: The number of longitudinal ties required may be in accordance with either Table 7.5.3 or 7.5.4 below (Wind Zone I only!!!) 7.5.3. TABLE 7.5.3 — MAX. SIDEWALL HEIGHT = 9-0". MAX. ROOF PITCH = 7/12 Number of longitudinal ties required WITHOUT restriction as to pier height or type. (Except as limited by other details) i derrrr Floor Width Floor Width Minimum quantity each end. Single Sections & Tags Double Sections Triple Sections Unit length Max. pier height Unit length Max. pier height Unit length Max. pier height (Minimum) Single Double (Minimum) Single Double (Minimum) Single Double Stack Stack Stack Stack Stack Stack 12 — Wide 0 62'-0" 24 1/2" 62" 48'-0" 24" 56 1/2" 40'-0" 24" 53 1/2" 14 — Wide 0 70'-0" 24" 61" 52'-0" 24" 55" 44'-0" 24" 52 1/2" 14 — Wide 2 274" 24" 61" 27'-4" 24" 55" 28'-0" 24" 52 1/2" 16 — Wide 0 76'-0" 24" 60" 56-0" 24" 54" 46-0" 23 1/2" 52" 16 — Wide 2 27'-4" 24" 60" 27'-4" 24" 54" 32'-8" 23 1/2" 52" 18 - Wide 0 N/A - - 60'-0" 24" 53 1/2" . 50'-0" 23 1/2" 51" 18 - Wide 2 27'-4" 24" 59" 34'-0" 24" 53 1/2" 37'-4" 23 1/2" 1 51" Note: Minimum strap angle from vertical is 40° for Table 7.5.2. * Minimum number of ties required is total each end to be split over all sections. Longitudinal Ties: The number of longitudinal ties required may be in accordance with either Table 7.5.3 or 7.5.4 below (Wind Zone I only!!!) 7.5.3. TABLE 7.5.3 — MAX. SIDEWALL HEIGHT = 9-0". MAX. ROOF PITCH = 7/12 Number of longitudinal ties required WITHOUT restriction as to pier height or type. (Except as limited by other details) i derrrr Floor Width Minimum quantity each end of each section* Minimum Strap Angle from Vertical Double Triple 12 — Wide 2 32 38 14 - Wide 2 42 50 16 — Wide 2 52 38 18 - Wide 3 39 47 von �• �` B' ENS' S!i� Rlo. ?.6356-E e m co ssAQ ��GEde � z Section 7, Anchoring, Page 10 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 — ANCHORING Index 7.5.4. TABLE 7.5.4 — MAX. SIDEWALL HEIGHT = 9-0". MAX. ROOF PITCH = 7/12 Number of longitudinal ties required for single or double stack block piers, not exceeding tabulated pier height and unit having a minimum length as tabulated. Note: Minimum strap angle from vertical is 40° for Table 7.5.4. * Minimum number of ties required is total each end to be split over all sections. 7.6. LONGITUDINAL STABILIZING DEVICES OR SYSTEMS: All Wind Zones Palm Harbor Homes recommends the use of Longitudinal Stabilizing Devices (LSD) or systems. These devices or systems are NOT provided by Palm Harbor Homes. Companies, such as Tie -Down Engineering, Inc., and other manufacturers, may be contacted to obtain such devices. 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, the local authority having jurisdiction must approve it. 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 spacing interferes with the LSD, regardless of whether the pier qualifies, the maximum pier spacing to the adjacent piers on either side of the LSD may be increased, provided the average of the adjusted spacing does not exceed the design. The adjacent piers must be installed as close as possible to the LSD to beam connection, without interfering with the beam attachment. %10% % . • �i� 0 too. �t5'16fi-E PROFES-SiONAL : E`G i t�E�F ct� 7V lilt0poE Section 7, Anchoring, Page 11 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. Floor Width Minimum quantity each end. Double Sections Triple Sections Unit length Max. pier height Unit length Max. pier height (Minimum) Single Double (Minimum) Single Double Stack Stack Stack Stack 12 — Wide 0 58'-0" 24" 56 1/2" 1 50'-0" 24" 53 1/2" 14 — Wide 0 64'-0" 24" 55" 56'-0" 24" 52 1/2" 14 — Wide 2 34'-0" 24" 55" 40'-0" 24" 52 1/2" 16 — Wide 0 70'-0" 24" 54" 60'-0" 24" 52" 16 — Wide 2 42'-0" 1 24" 54" 46-0" 24" 52" 18 — Wide 0 75'-6" 24" 54" 66'-0" 1/2" 51" 18 - Wide 2 50'-0" 24" 54 52'-0" f13 23 1/2" 51" Note: Minimum strap angle from vertical is 40° for Table 7.5.4. * Minimum number of ties required is total each end to be split over all sections. 7.6. LONGITUDINAL STABILIZING DEVICES OR SYSTEMS: All Wind Zones Palm Harbor Homes recommends the use of Longitudinal Stabilizing Devices (LSD) or systems. These devices or systems are NOT provided by Palm Harbor Homes. Companies, such as Tie -Down Engineering, Inc., and other manufacturers, may be contacted to obtain such devices. 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, the local authority having jurisdiction must approve it. 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 spacing interferes with the LSD, regardless of whether the pier qualifies, the maximum pier spacing to the adjacent piers on either side of the LSD may be increased, provided the average of the adjusted spacing does not exceed the design. The adjacent piers must be installed as close as possible to the LSD to beam connection, without interfering with the beam attachment. %10% % . • �i� 0 too. �t5'16fi-E PROFES-SiONAL : E`G i t�E�F ct� 7V lilt0poE Section 7, Anchoring, Page 11 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 - ANCHORING Tables 7.6.1 and 7.6.2 below are based on TIE -DOWN Engineering's LSD system. Consult specific requirements for other products used. ``%�etorrrriii .`� v f..•B o` w m No. 26166-:* _ PROFFEC-iONIA,L . e O �` 47Vy C. DOE %% Index Typical Longitudinal Stabilizing Device max. 45 deg Unit Main I -Beam Typ Pier L_I -T Adjustment. made increase � reduce maybe spac g spac'g on both sides of device max. 2x design spacing Total Number of LSD systems required over all sections with a maximum floor width of: Note: 1 section = single section home and tags 2 sections = double section home 3 sections = true triple section home 7.6.1. LSD 4/12 PITCH MAXIMUM TABLE 7.6.1 (use ONLY with TIE -DOWN Engineering's LSD System) Maximum roof pitch for table 7.6.1 is 201 (4.4/12). Maximum wall height for table 7.6.1 is 8'. See table 7.6.2 for greater sidewall height &/or roof pitch. Maximum Unit Width 1 Wind Zone I Wind Zone II Ex "C" Wind Zone III Ex "C" Wind Zone III Ex "D" Number of Sections Number of Sections Number of Sections Number of Sections 1 2 3 1 2 3 1 2 3 1 2 3 12 - Wide 1 2 3 2 3 1 5 2 4 6 3 5 8 14 - Wide 1 3 4 2 4 7 2 5 8 3 6 10 16 -Wide 2 1 3 5 2 5 8 3 6 9 1 4 7 12 18 - Wide 2 3 5 3 6 9 1 3 7 11 4 9 14 7.6.2. LSD 7/12 PITCH MAXIMUM TABLE 7.6.2 (use ONLY with TIE -DOWN Engineering's LSD System) Maximum roof pitch for table 7.6.2 is 7/12. Maximum wall height for table 7.6.2 is 9'. Maximum Unit Width Wind Zone I Wind Zone II Ex "C" Wind Zone III Ex "C" Wind Zone III Ex "D" Number of Sections Number of Sections Number of Sections Number of Sections 1 2 3 1 2 3 1 2 1 3 1 2 3 12 - Wide 1 3 4 2 4 7 2 5 8 3 6 10 14 - Wide 2 3 5 2 5 8 1 3 6 10 4 8 13 16 -Wide 2 4 6 3 6 10 3 7 12 4 9 1 15 18 -Wide 2 4 7 3 7 12 4 8 14 5 10 18 Section 7, Anchoring, Page 12 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. PLP 1/2 d - 2'-0" (MAX) SECTION 7 — ANCHORING Index 7.7. 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 in Tables 7.7.1 thru 7.7.4. SEE NOTE #3 d ----2'-0' (MAX) 41 PROF i €o. L. ; *" r � e e •'��NgC ➢Do �o,% Hmw 4.35/12 max. WALL HEIGHT 6.5/12 max. t2 BASED ON UNIT Max. Eave _ ROOFSLOPE WIDTHof F Anchor Spacing 'd' max. (SEE CHART) a Degrees ' o 140 951/2 12 W LL 30-35 6' MAXa = OPTIMUM ANCHOR ANGLE n p J z 5 3 q5 30-35 OR APPROVED g 5'-0" 34 30-35 160 STABILIZER PLATES z U w 1 38 1 40-45 1 154 1 w 1 38 40-45 Hmax 991/2 12 1 7'-0" 1 36 1 40-45 /S7— 3150 LB. 961/21- 991/2' C -C ANCHOR SEE NOTE W3 (4725 LB. ULTIMATE) 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 stabilizer plate. 7.7.1. TABLE 7.7.1 FOR WIND ZONE 1— 96" MAX. SIDEWALL: Maximum Rnof nitrh (rises nar 17" hori7nntal rlistanral Section 7, Anchoring, Page 13 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. 4.35/12 max. 6.5/12 max. Unit Width (min.) I -Beam Spacing Max. Eave Anchor Spacing d' max. h max. (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 1 12 1 7'-0" 1 38 1 40-45 1 154 1 1 6'-0" 1 38 40-45 182.7 991/2 12 1 7'-0" 1 36 1 40-45 1 6'-0" 1 34 1 40-45 180 951/2 12 7'-6" 1 40 1 40-50 163.3 1 7'-0': 30 1 50-55 195.5 991/2 12 1 7'-6" 1 38 1 40-50 1 7'-0" 28 1 50-55 Section 7, Anchoring, Page 13 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 7 - ANCHORING Index 7.7.2. TABLE 7.7.2 FOR WIND ZONE 1-116" MAX. SIDEWALL: 7.7.3. TABLE 7.7.3 WIND ZONES 2 AND 3 - 96" MAX SIDEWALL: Maximum Roof pitch (rise 12 12" horizontal distance) �µ Maximum Roof pitch (rise per 12" horizontal distance) Unit Width (min.) Wind Zone 4.35/12 max. 4.35/12 max. Wind Zone Max. Eav Anchor Spacing , max. ;6.5/.12 max. Hmw (in) Unit H max (in) a DegreesHmw Anchor 140 2 12 Anchor 68 35-40 146.8 131 12 I -Beam Max. 146.8 H max. 4'-0" 64 35-40 Hmw 2 H max. '-4" Hmw Width 154 1 160" 1 Spacing 40-45 a Degrees 12 4'-0" 72 45-50 Spacing 180 a Degrees . '-4" Spacing Eave 163.3 1 (in) 4 (in) 165.4 (in) 40-4-S (in) (min.) 4'-0" 60 'd' max. 186 180" 3 d' max. 4'-0" 48 40-45 165" 140 951/2 12 4'-0" 36 25 173 4'-0" 30 25-30 198 99 1/2 12 4'-0" 32 25 4'-0" 26 25-30 160 95 1/2 12 5-0" 42 30-35 180 5-0" 34 30-35 209 991/2 12 5-0" 39 30-35 5-0" 30 30-35 180 951/2 12 6'-0" 1 40 1405 187.5 5-0" 42 40-45 220 991/2 12 6'-0" 1 38 1 40-45 5-0" 1 40 1 40-45 7.7.3. TABLE 7.7.3 WIND ZONES 2 AND 3 - 96" MAX SIDEWALL: Maximum Roof pitch (rise 12 12" horizontal distance) 7.7.4. TABLE 7.7.4 WIND ZONES 2 AND 3 -114" MAX SIDEWALL: 12 max. Unit Width (min.) Wind Zone 4.35/12 max. Anchor Spacing 'd' max. Unit Widt (min.) Wind Zone Max. Eav Anchor Spacing , max. H max (in) a Degree Hmw (in) Anchor Spacing m H max (in) a DegreesHmw (in) 140 2 12 '-4" 68 35-40 146.8 131 12 48 40-45 146.8 12 4'-0" 72 40-45 4'-0" 64 35-40 160 2 12 '-4" 72 35-40 154 1 160" 1 48 40-45 154 12 4'-0" 72 45-50 -4 180 2 12 '-4" 48 40-50 163.3 1 6-4" 4 165.4 12 1 4'-Q" 72 40-4-S 7.7.4. TABLE 7.7.4 WIND ZONES 2 AND 3 -114" MAX SIDEWALL: mom: filo. 26,166E :tet, s PROFESSiONIAL v � � e vs( � C. DOES`% Section 7, Anchoring, Page 14 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. Maximum Roof pitch (rise per 12" horizontal distance 3/12 maximum pitch 4.35/12 maximum pitch Unit Width (min.) Wind Zone Maximum Eave Anchor Spacing 'd' max. H max. (in) a Degrees Hmw (in) Anchor Spacing 'd' max. H max. (in) a Degrees Hmw (in) 2 12 5'4" 33 40-45 155" 5'4" 38 . 40-45 171 140" 3 12 4'-0" 46 40-45 155" 4'-0" 28 40-45 171 2 12 5'-4" 33 35-40 1 160" 1 4'-0" 60 35-40 178 160" 3 12 4'-0" 46 40-45 160" 4'-0" 30 35-40 1 178 2 12 5'4" 33 40-45 165" 4'-0" 60 35-40 186 180" 3 12 4'-0" 48 40-45 165" 4'-0" 64 40-45 186 mom: filo. 26,166E :tet, s PROFESSiONIAL v � � e vs( � C. DOES`% Section 7, Anchoring, Page 14 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. PFS I a #06 Conforms to HUD MHCSS 9/7/06 Section 8, Exterior & Interior Close-up, Page i COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 8 - EXTERIOR & INTERIOR CLOSE-UP TOC 8.1. SHINGLE ROOF CLOSE-UP - MULTI SECTIONS ONLY .................................................. 1 8.2. ALTERNATE TRIPLE SECTION UNIT CLOSE-UP............................................................. 2 8.2.1. 2nd Alternate............................................................................................................................ 3 8.3. EXTERIOR END WALLS - MULTI SECTIONS ONLY ........................................................ 4 8.4. BOTTOM BOARD REPAIR.................................................................................:..................... 4 8.5. HEAT DUCT CROSSOVER CONNECTION.......................................................................... 4 8.6. HEAT DUCT CROSSOVER CONNECTION IN ROOF ......................................................... 6 8.7. FIREPLACE INSTALLATION.................................................................................................. 7 8.7.1. CHIMNEY INSTALLATION................................................................................................ 7 8.7.2. HEARTH INSTALLATION.................................................................................................. 7 8.7.3. CHASE INSTALLATION..................................................................................................... 8 8.8. OTHER APPLIANCES............................................................................................................... 8 8.9. EXTERIOR LIGHT INSTALLATION..................................................................................... 8 8.10. INTERIOR TRIM OUT........................................................................................................... 9 8.11. CARPETING............................................................................................................................ 9 PFS I a #06 Conforms to HUD MHCSS 9/7/06 Section 8, Exterior & Interior Close-up, Page i COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 8 —.EXTERIOR & INTERIOR CLOSE-UP Index 8.1. 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 (with out metal roof cap) SHINGLE ROOF CAP INSTALLED PER SHINGLE MANUFACTURER'S . INSTRUCTIONS ON BUNDLE FIELD INSTALLED LAST COURSE OF SHINGLES EACH HALF, OVERLAPPING AND FASTENED PER SHINGLE MANUFACTURER'S INSTRUCTIONS ON BUNDLE. FASTENERS TO BE SUFFICIENT LENGTH FOR FULL PENETRATION INTO ROOF DECKING. GENTLY BEND THE SHINGLES. DO NOT CREASE. FACTORY INSTALLED SHINGLES TRIMMED FLUSH OR FOLDED OVER 8 �. FASTENED TO RIDGEBEAM TYPICAL L CEILING RIDGEBEAM WIND ZONES I, II and III: (requires metal roof cap) 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. SHINGLE ROOF CAP INSTALLED PER SHINGLE MANUFACTURER'S INSTRUCTIONS ON BUNDLE SEAMS IN METAL CAP TO OVERLAP MIN. T 30GA x min. 6" wide GALVANIZED METAL FASTEN WITH ROOFING NAILS OR 16GA X VCR STAPLES OF SUFFICIENT LENGTH FOR FULL PENETRATION INTO ROOF DECKING. SPACING AT TOC - NEAR EDGE OF METAL. GENTLY BEND. DO NOT CREASE. FACTORY INSTALLED \ SHINGLES TRIMMED FLUSH OR FOLDED OVER 8 FASTENED TO RIDGEBEAM FACTORY INSTALLED SH114GLES CENTER SECTION I OUTER SECTION ASPHALT ROOFING U14DIE LAYIdENT— CEMENT BETWEEN FIELD INSTALLEDSH114GLES LAYERS OF UNDERLAYMENT MIN 0"WIDE ^FACTORYINSTALLED 'y If 30GA x min. 6" WIDE GALVANIZED METAL. SECURE WITH ROOFING NAILS OR 18GA X 1" CROWN STAPLES OF SUFFICIENT LENGTH TO PENETRATE ROOF SHEATHING. SPACE (rD MAX 4.01C NEAR EDGE OF METAL. OVERLAP SEAMS MIN 2 REOUIRED FOR WIND ZONE 11 A14D IB. #10 X 5' WOOD SCREWS OR 114-X 5" LAG SCREWS OR 318 X 5 LAGS (JOT STAGGERED) INTO CENTER SECTION RIDGEBEAM. {REFER TO SECTION 4 FOR SPACING) TYPICAL CEILING RIDGEBEAM Section 8, Exterior & Interior Close-up, Page 1 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 8 — EXTERIOR & INTERIOR CLOSE-UP Index 8.2. ALTERNATE TRIPLE SECTION UNIT CLOSE-UP On some triple section units, a piece of roof sheathing is shipped loose to be installed on site. In this situation, install the roof sheathing as shown below, then fold back the underlayment paper and install the galvanized metal on both sides of the field installed sheathing. (note: the galvanized Metal is optional in Wind Zone I) Fold down the underlayment of the outer section roof first, apply a min. 6" wide strip of roofing cement, then lay the underlayment that is shipped loose on top of it. Repeat this procedure on the center section. Install missing row(s) of shingles as required. Secure shingles per the shingle manufacturer's installation instructions (found on the shingle wrapper). UNDERLAYMENT CENTER SECTION DECKING r FACTORY INSTALLED 2X3 MIN. LAID FLAT (NOT REQ. ON 16" O.C.) AT DECKING EDGES NAILED TO TOP CORD WITH MIN. 8DX3 NAILS FROM TRUSS INTO BLOCK MIN. 2 EACH END OR 3(6 X2X X15 GA. STAPES 3 EACH END OF BLOCK. FASTENERS MAY BE TOENAILED. OUTER SECTION DECKING FACTORY INSTALLED FIELD -INSTALLED DECKING FASTEN DECKING TO BLOCKING ALONG PERIMETER WITH 7/16XIX X 15 GA STAPLES 4" 0/C IN THE FIELD AND PERIMETER. FACTORY INSTALLED SHINGLES FIELD INSTALLED SHINGLES SECURE SHINGLES TO MANUFACTURERS SPECS ASPHALT ROOFING CEMENT BETWEEN LAYERS OF UNDERLAYMENT / MIN. 6" WIDE. FACTORY INSTALLED SHINGLES 30GA X MIN. 6" WIDE GALVANIZED METAL. SECURE WITH ROOFING NAILS OR 16GA X 1" CROWN STAPLES OF SUFFICIENT LENGTH TO PENETRATE ROOF SHEATHING. SPACE ® MAX. 2" 0/C NEAR EDGE OF METAL, OVERLAP SEAMS MIN 2". Section 8, Exterior & Interior Close-up, Page 2 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. 4. SECTION 8 — EXTERIOR & INTERIOR CLOSE-UP Index 8.2.1. 2"d Alternate Alternate Triple Wide center section to outer section roof close-up: - - —......... .................. .. , Remove all shipping and close-up materials from outer and center sections. Install outer and center sections onto foundation/piers. With "Flip -over" section left in down position on outer section roof, connect ridge beams or rails between the sections with # 10 x 4" screws at 20" o.c. Connection Each individual flip -over section, typically 8ft long, will have factory installed I O sheathing overhanging 1/4" past the last Flip -over rafter and 3/a" exposed rafter on the following section. This means that the sequence of flipping the sections in place will need to start from the end of the unit or the other, depending which end overlaps. Once all sections are in place, fasten sheathing overlap into opposite framing rafter per normal sheathing fastening requirements. Fasten flip -over rails to outer section ridge beam/rail with # 10x4" screws For Wind Zone 1 @ 24" o.c. max; Wind Zone 2 @ 8" o.c. max; This end fold on Wind Zone 3 @ 7" o.c. max. top ofother end � Fold this end first Connections O O l'� Note: Galvanized strips are NOT required across the joints, unless gap between joints is excessive. 6. Complete underlayment and shingle application as required and per other applicable details. Section 8, Exterior & Interior Close-up, Page 3 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 8 — EXTERIOR & INTERIOR CLOSE-UP Index 8.3. 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. 8.4. 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 following method: 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. The photo above is an example of a poor repair. This photo shows the insulation void and moisture barrier void caused by a poor repair. The insulation void can potentially lead to higher energy costs and hot or cold spots in the home. The void in the moisture barrier can potentially lead to damage of the floor system. 8.5. 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. Secure inner liner with a F URNACE BASE PLATE FLOOR REGISTER FURNACE BASE EXTENTION FURNACE REGISTER RISER DOR REGISTER HEAT DUCT REGISTER RISER -HEAT DUCT MARRLAGE WALL FEAT DUCT FLOOR JOIST MIN R -B USE INSTALLED L LIMIT LENGTH OF DUCT L SUPPORT STRAPS BY OTFE RS. TO REDUCE BTUs LOSS. PLACE MEM AS REQUIRED TO USE LONG BENDS TO AVOID PREVENT DUCT FROM TOUCHING KINKS THAT RE STRICT AIR THE GROUND. FLOW, OR USE INSULATED ELLBO WS AS NEEDED - INSTALLED COLLAR 4FURNACE FURNACE BASE PLATE FURNACE BASE EXTENSION VEE- BOX ADAPT. i V —LIMIT LENGTH OF DUCT SUPPORT PADS (BY OTHERS). TO REDUCE BTUH LOSS. PLACEMENT AS REQUIRED TO PREVENT DUCT FROM TOUCHING USE LONG BENDS TO AVOID THE GROUND. KINKS THAT RESTRICT AIR PADS ARE TYPICALLY STY ROFOAM FLOW. OR EQUIVALENT Section 8, Exterior & Interior Close-up, Page 4 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 8 — EXTERIOR & INTERIOR CLOSE-UP Index strap, apply mastic completely over inner liner and collar, pull outer liner and insulation over collar and secure outer liner with a second strap. Keep duct as straight as possible to avoid kinks or bends that may restrict the 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 strapping (min. V wide) to hang the duct from the floor, or pads to support it off the ground, are acceptable. 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. The two photos below show an incorrect installation of the duct connections. Notice there are insulation voids, gaps between ducts and fittings, and no mastic was used to seal the connections. The duct tape that was used failed allowing the insulation to fall off the duct. Section 8, Exterior & Interior Close-up, Page 5 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 8 — EXTERIOR &-INTERIOR CLOSE-UP Index 8.6. HEAT DUCT CROSSOVER CONNECTION IN ROOF For ducts installed in the roof cavity, a hqa locate the crossover location and �gg'x24' ✓WX ACCESS PANEL TIE STRAP remove the plastic or shingles in the METAL START COO I TIE STRAP identified area. Remove the access METAL START COLLAR RATED SHEATHING panel and locate the duct on the 1_-_' PLE14UM 1 '34 BACKER BOX PLENUM opposite section of the home. Install TOPCORDTO Box TOPCORD the crossover heat duct (min. R-4) as INSULATED DUCT shown in the detail above. Secure ' (MIN. R-4) (MIN. R-0) I inner liner with a strap, apply mastic completely over inner liner and collar, pull outer liner and insulation over collar and secure outer liner with AIR HANDLER OR RISER a second strap. Keep the duct as straight as possible to avoid kinks or bends that may restrict the airflow. Extra length must be cut off. Re -install access panel and secure panel as required. Install underlayment and shingles in the access panel area. Continue roof close-up per other sections of this installation manual. Section 8, Exterior & Interior Close-up, Page 6 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 8 — EXTERIOR &i INTERIOR CLOSE-UP Index 8.7. FIREPLACE INSTALLATION WARNING BOTH THE CHIMNEY AND THE COMBUSTION AIR INTAKE DUCTS MUST BE INSTALLED BEFORE THE FIREPLACE CAN BE USED. 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. 8.7.1. CHIMNEY INSTALLATION 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 are provided in the home, located either inside the fireplace or with the chimney parts shipped with the home. 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. 8.7.2. HEARTH INSTALLATION To install a hearth that is shipped loose, first remove any existing carpet and carpet pad under the hearth extension area. Make sure the metal flashing. is installed as shown. Secure the hearth to the sub floor with (4) #8x2" wood screws. Fill any gaps between the face of the fireplace and the hearth extension with non-combustible caulk or mortar. Section 8, Exterior & Interior Close-up, Fill any gaps with non-combustible caulk or mortar Flashing factory installed Approved hearth extension secure to floor w/4 #8x2 wood screws Page 7 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 8 — EXTERIOR & INTERIOR CLOSE-UP Index 8.7.3. CHASE INSTALLATION Some homes require the fireplace chase to be installed at the time of setup. To install the fireplace chase, remove the temporary cover that was shipped with the home. Install the fireplace flue pipe per manufacture instructions. Install the chase top with #8 screws at 6" o.c. around the perimeter of the chase. Cut a 16" diameter hole or 16"x16" square hole in the shipping cover for the flue pipe. Install the cover as the chase top with existing #8 screws that carne with the cover from the factory. Install the galvanized cover, storm collar and top. Install siding on the chase per manufacture instructions. 8.8. OTHER APPLIANCES SHIPLOOSE ITEMS COVERSECURE GAILY. SUPPORT AND OTHER COMPONENTS MAf BE RECUIRED NOT SHOWN INSTALL CO�ER WITH ON THIS DETAIL ETRATION EWS I .S AROUND GALVANIZED COMPLETEES .. C I ® COVER SIDING PER MFG. INSTALLATION INSTRUCTIONS ....• ;��•� I11r11_ �I[llll' ;yam 8.8. OTHER APPLIANCES SHIPLOOSE ITEMS OTHER COMPONENTS MAf BE RECUIRED NOT SHOWN STORM COLLAR ON THIS DETAIL TOP GALVANIZED ® COVER GAILY, COG LV. COVER LG 4ER SUPPQRT USE TEMPORARY ME FI SHIPPED KITH HOME FIELD CUT A 16' DLk HOLE OR 16x16 SOUARE OPENING FOR FLUE PIPE PASS THRU. SECURE W/ CHASE TOP EXISTINGz1i SCREWS. SAkE APPROX. LOCATIONS INTO CHASE IOP PIPE 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. See also Section 9 for Water Heater, Clothes Dryer and other appliance requirements. 8.9. 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. Section 8, Exterior & Interior Close-up, Page 8 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 8 — EXTERIOR & INTERIOR CLOSE-UP Index 8.10. 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. 8.11. CARPETING Use only experienced qualified contractors to install and seam carpet in a Palm Harbor home. Make sure the floor is clean and free from all debris prior to installation of carpet pad and carpet. Ensure that the 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 9 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 9 - UTILITY CONNECTIONS AND TESTS TOC 9.1. WATER CONNECTIONS 9.2. ABS OR PVC DRAIN, WASTE & VENT SYSTEM (DWV) 9.3. ELECTRICAL CONNECTIONS 9.4. JUNCTION BOXES 9.5. OPTIONAL METER BASE INSTALLATION TO EXTERIOR OF HOME 9.6. GAS SYSTEM 9.7. OIL CONNECTION 9.8. CLOTHES DRYER INSTALLATION 9.9. WATER HEATER 9.10. AIR CONDITIONING EQUIPMENT 9.11. ENERGY STAR 1 2 2 3 4 5 7 8 8 9 9 PF#06 Conforms to HUD MECSS 9/7/06 Section 9, Exterior & Interior Close-up, Page i COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 9 — UTILITY CONNECTIONS AND TESTS 9.1. 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 service to multiple sections, connect the water supply crossover lines as shown in the applicable detail. 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 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. METHOD A: I,-. MARRIAGE LINE WATER LINES APPROVED FLEX CROSSOVER CONNECTOR(COPPER, POLYBUTYLENE, ETC.). _ METHOD B: I I MARRIAGE LINE �I II - I BE REPLACED 7an,�47, --=--- MALE ACCESS PANEL WATER LINES PROVIDED PANEL WITH SCREWS DIRECT PIPE CONNECTION ALL NECESSARY PARTS (INCL. CEMENT IF APPL.) ARE SHIPPED WITH HOME. METHOD C: MARRIAGE LINE FLOOR JOISTHOLES CAVITY IN PERIMETER III,"' JOIST I I �I II INSULATION MUST BE REPLACED 7an,�47, BEFORE RE -INSTALLING MALE ACCESS PANEL CONNECTOS ECURE ACCESS PROVIDED PANEL WITH SCREWS 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 infonnation concerning heat tapes can be found in the Utility Systems Section of your Homeowner's Manual. Section 9, Exterior & Interior Close-up, Page I COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 9 - UTILITY CONNECTIONS AND TESTS 9.2. 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 parts, which should be assembled on site by the installer. Depending on the factory location, the DWV 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. system is constructed of either ABS or 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 joints. 9.3. ELECTRICAL CONNECTIONS Multi Section Cross over.- Depending ver: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. I -^MARRIAGE LINE I JUNCTION BOX r—� rye JUNCTION BOX --i T I FIELD INSTALLED CROSSOVER 1 CONNECTOR (LISTED FLEXIBLE OR RIGID CONDUIT) NOT PRO- VIDED BY THE FACTORY OR —DRAIN 48"OC OUTLET MAXIMUM�I HOLES IN RIM JOISTS TRANSIT FOR WIRING PASSAGE I CAP TYPICAL CROSSOVER PIECES SHIPPED LOOSE 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 joints. 9.3. ELECTRICAL CONNECTIONS Multi Section Cross over.- Depending ver: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. I -^MARRIAGE LINE I JUNCTION BOX r—� rye JUNCTION BOX --i T I FIELD INSTALLED CROSSOVER 1 CONNECTOR (LISTED FLEXIBLE OR RIGID CONDUIT) NOT PRO- VIDED BY THE FACTORY I Id L NM CABLE FOR 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, Exterior & Interior Close-up, Page 2 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. OR 115 VOLTS 230 VOLTS JUNCTION BOX HOLES IN RIM JOISTS FOR WIRING PASSAGE I I Id L NM CABLE FOR 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, Exterior & Interior Close-up, Page 2 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 9 - UTILITY CONNECTIONS AND TESTS 9.4. JUNCTION BOXES 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: The electrical connection to the panel STEEL OUTRIGGER OR HEADER box (except for a factory installed NEAR MARRIAGE LINE pigtail cord) should be made only by a MARRIAGE LINE licensed electrician or by the utility SOLDERLESS LUG company. KAA The proper size wire, conduit diameters and junction box sizes are shown in the following table. After the home has been connected to power, the following tests should be performed: 1. Check continuity of circuit conductors and ground conductors. 2. Check the circuitry for proper polarity. 3. A functional/operational test. I -BEAM BARE COPPER WIRE COILED UP AT FACTORY. 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. Wire Designation 50 AMP 100 AMP 150 AMP 200 AMP Black, Red #6 #3 #1/0 #2/0 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 x4 10x10 x4 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. Section 9, Exterior & Interior Close-up, Page 3 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 9 — UTILITY CONNECTIONS AND TESTS 9.5. OPTIONAL METER BASE INSTALLATION TO EXTERIOR OF HOME When a meter base was installed at the factory, or will be installed on site, refer to the following details and applicable notes: 1. A red warning label is to be mounted on or adjacent to the service equipment which states: 2. 3. 4. 5. 6. 7. 8. 9. WARNING! DO NOT provide electrical power until the Grounding electrode is installed and connected. The meter base equipment is not to be used to support the conduit. Straps shall be installed to support the conduit. Exterior equipment and enclosures.shall be listed as weatherproof. Entrance conductors shall be listed for use in wet locations. The grounding bar may be installed separate from the neutral bar for purposes of testing the electrical system. The grounding bar may be isolated during the electrical check and re -attached, after the tests are completed. Check with local electrical utility company to verify meter base requirements regarding locations and distances for main panel and meter box. Field installed meter base enclosure installed in accordance with its listing. Fasten securely to exterior wall studs and provide for a weather tight seal. All fieldwork to be done by a licensed electrician or such personnel as approved by local jurisdiction. Meter base location in accordance with local code. Retailer must provide manufacturer with required location. Verify prior to completing installation and r....ptinnc ENCLOSURE F� i I I � I i li SIDEWALLL METER ENCLOSURE DISCONNECT CONDUIT SECURED TO BOTTOM OF HOME GROUNDING ELECTRODE GROUND ROD UNDERGROUND SERVICE CONTINUOUS FROM POLE Section 9, Exterior & Interior Close-up, METER ENCLOSURE MAY BE INSTALLED ON ENDWALL� O�eO,�plD G�N�E V��'�SSSQ OFF�OO GO�� PRO�\000�5 N�\GO��e�� OGP� 0� EXTERIOR WALL METER ENCLOUSRE METER 114"AIRSPACE BETWEEN METER �f ENCLOUSRE AND EXTERIOR WALL SIDE VIEW Page 4 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 9 - UTILITY CONNECTIONS AND TESTS Meter base installation, continued.... Ill - l I ELECTRICAL SYSTEM --� GROUND CONDUCTOR BLACK•(HOT}TO A OR B / 8Y OTHERS RED 4HOT}TO A ORB / GROUND WHITE TO NEUTRAL BUS BAR SERVICE ENTRANCE CABLES MUST BE INSTALLED (ALL FOUR WIRES ARE ABSOLUTELY ESSENTIAL) IN CONDUIT OR BE BURIED PER REQUIREMENTS 250 GROUND TO EQUIPMENT GROUNDING BUS BAR OF THE NATIONAL ELECTRICAL CODE, THE GROUND ROD PER SUBPART H. ARTICLE INSTALLED AT FACTORY OR BY OTHERS CONDUIT MAY BE A METAL RACEWAY OR RIGID `� OF THE NATIONAL ELECTRICAL CODE AND UTILITY COMPANY REQUIREMENTS NON-METALLIC CONDUIT. REQUIRED FEEDER CONDUCTORS MAIN PANEL BOXMETER CHART 'IN' BASE �l ENCLOSURE ENCLOSURE INSTALLED AT SIZE CONDUCTORS MAIN o FACTORY BREAKER oo METER BY ELECTRODE CONDUCTOR EQUIPMENT HOT "L" NEG. UTILITY COMPANY 11/2 GROUNDING r NEUTRAL N0.-8 METERBASE GROUND BUS BAR BUS BAR N0.-310 FROM DISCONNECT BASED ON NEC RATED COPPER CONDUCTOR NEUTRAL BAR INSIDE THE TYPES RH-RHW-THHW-THW-THWN-XHHW 250-94 THE PANEL BOX SHALL DISCONNECT NOT BE GROUNDED (FUSED) INSTALLED AT M SERVICE ENTRANCE BY OTHERS FACTORY PER THE NATIONAL ELECTRICLE CODE GROUNDING MAIN AND UTILITY COMPANY REQUIREMENTS. CONDUCTOR BREAKER CONDUIT SIZED PER TABLE BELOW. BONDED TO FACTORYSTALLED FRAM` CONDUIT SIZED PER TABLE-� Ill - l I ELECTRICAL SYSTEM --� GROUND CONDUCTOR BLACK•(HOT}TO A OR B / 8Y OTHERS RED 4HOT}TO A ORB / GROUND WHITE TO NEUTRAL BUS BAR SERVICE ENTRANCE CABLES MUST BE INSTALLED (ALL FOUR WIRES ARE ABSOLUTELY ESSENTIAL) IN CONDUIT OR BE BURIED PER REQUIREMENTS 250 GROUND TO EQUIPMENT GROUNDING BUS BAR OF THE NATIONAL ELECTRICAL CODE, THE GROUND ROD PER SUBPART H. ARTICLE INSTALLED AT FACTORY OR BY OTHERS CONDUIT MAY BE A METAL RACEWAY OR RIGID `� OF THE NATIONAL ELECTRICAL CODE AND UTILITY COMPANY REQUIREMENTS NON-METALLIC CONDUIT. REQUIRED FEEDER CONDUCTORS 9.6. 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 correct for the type of fuel used. Section 9, Exterior & Interior Close-up, Page 5 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. CHART 'IN' CHART "B" SIZE CONDUCTORS MAIN o SIZE COPPER GROUNDING BREAKER oo ELECTRODE CONDUCTOR NEUTRAL HOT "L" NEG. 100 AMP 11/2 N0.-8 NO, -3 N0.-8 200 AMP 2 N0.-8 N0.-310 NO.4 BASED ON NEC RATED COPPER CONDUCTOR BASED ON NEC TABLE TYPES RH-RHW-THHW-THW-THWN-XHHW 250-94 9.6. 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 correct for the type of fuel used. Section 9, Exterior & Interior Close-up, Page 5 COPYRIGHT © 2006 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. METHOD A: I'Y QUICK -DISCONNECT The gas piping system has been tested at MALE FITTING FACTORY INSLLED. FLEX the factory, however, before the system is connected, the piping should be tested to QUICK -DISCONNECT MALE CAP FEMALE FITTING. ensure no leakage. INSTALLED ON FEMALE CAP VINLETSIDE. Before turning on the gas, make certain 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. DIRECTION OF GAS FLOW CROSSOVER MUST BE LISTED FOR EXTERIOR USE. METHOD B: INSTALLED ON FLEX CONNECTOR 1 INLET SIDE. FACTORY INSTALLED. MALE CAP � OR 1 DIRECTION OF GAS FLOW CROSSOVER MUST BE LISTED FOR EXTERIOR USE. 1.) Isolate all appliances with appliance shut-off WARNING valves. Pressure shall be measured with a DO NOT pressurize the system in mercury manometer or slope gauge graduated in excess of the pressures stated above. 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. Section 9, Exterior & Interior Close-up, Page 6 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 9 - UTILITY CONNECTIONS AND TESTS 9.7. 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 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. Section 9, Exterior & Interior Close-up, Page 7 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 9 - UTILITY CONNECTIONS AND TESTS 9.8. CLOTHES DRYER INSTALLATION If the home is equipped with a clothes dryer, it must be exhausted to the SIDEWALL- 6 outside by a moisture -lint exhaust METAL HOSE CLAMP system. All required components and AT EACH END - FURNISHED BY fittings are provided in the home. An OTHERS FLOOR BOTTOM BOARD MUST BE opening is provided in either the floor or SEALED WHERE DUCT PENETRATES EXHAUST HOOD (FURNISHEDBY a wall. This opening should be caulked OTHERS)FASTEN TO SUPPORT or sealed after the duct is installed. If FRAME W/ SCREWS the home is not equipped with a dryer, 0 4 but an electrical outlet or gas line has been provided for one, then an opening ���� in the floor or wall has also been METAL S j PUTTY Y SE OREDTO TAPE 14 \ FLOOR JOIST provided. When purchasing a clothes W/SCREWS SUPPORT FRAME FASTENED TO RIM dryer, refer to the dryer manufacturers METAL STRAP BY OTHERS I JOIST WITH SCREWS installation instructions for the (WRAPAROUND I -BEAM & L SECURE UNDER DUCT) FLEX HOSE EXHAUST DUCT FURNISHED BY OTHERS - SIZE & TYPE PER DRYER compatible parts required to vent the MANUFACTURER'S INSTRUCTIONS dryer exhaust to the outside of the home or perimeter skirting. This exhaust MUST NOT terminate underneath the home. 9.9. WATER HEATER Water Heaters now require a drainage pan to collect any leakage at fittings connecting the distribution system, or leakage from the water heater itself. The drainage pan has a factory installed drainage pipe extending through the floor cavity to below the bottom board. The drainage piping must be completed once home is installed and terminate outside the enclosed crawl space. ?rp �,NlGtEr he-clIer Tye �ri�,r'ell Floor Frorning Foctory Mst(alled P-enrnter enclosure t -i' l e Fe'M installed ,, The drain MUST NOT terminate within the enclosed crawl space. In addition to the drainage pan piping, it is recommended that the water heater's Temperature and Pressure Relief valve pipe be terminated outside the perimeter of the home. Section 9, Exterior & Interior Close-up, Page 8 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. 6 to 24" The drain MUST NOT terminate within the enclosed crawl space. In addition to the drainage pan piping, it is recommended that the water heater's Temperature and Pressure Relief valve pipe be terminated outside the perimeter of the home. Section 9, Exterior & Interior Close-up, Page 8 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 9 - UTILITY CONNECTIONS AND TESTS 9.10. 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. Unless a single package, self contained heating and cooling unit is installed .outside (no air handler of furnace inside the home), a "condensate drain" will be installed from the condensate collector pan below the AC coil installed in the furnace or air handler inside the home. The condensate drain MUST TERMINATE outside the perimeter enclosure. This is typically completed by the AC contractor that installs the unit. Make sure the drain is properly sloped and has a P -trap. 9.11. ENERGY STAR If your home was ordered as "Energy Star ready", several items must be specifically checked upon completion of the home installation. The items are listed on the Energy Star Check List. Your retailer/installer has certain responsibilities to report and submit completed check lists to the manufacturing facility before a certificate can be issued. For more information about the Energy Star program, contact: US EPA Climate Protection Partnerships Division ENERGY STAR Programs Hotline & Distribution (MS -6202.1) 1200 Pennsylvania Ave NW Washington, DC 20460 888 -STAR -YES www.energystar.gov Section 9, Exterior & Interior Close-up, Page 9 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 10 - SHIRTING AND VENTILATION 10.1. SHIRTING 10.2. GROUND VAPOR RETARDER 10.3. VENTILATION REQUIREMENTS 10.4. ACCESS 10.5. APPLIANCE EXHAUSTS & DRAINS 2 2 0a PFS#°6 Conforms to HUD MHCSS 9/7/06 Section 10, Skirting & Ventilation Page i COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 10 - SKIRTING AND VENTILATION 10.1. SKIRTING The installation of perimeter skirting 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. 10.2. GROUND VAPOR RETARDER As stated previously under "Site Preparation" in Section -1, except in arid regions with dry soil conditions (see note 3 below), the ground surface under the home must be covered with 6 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. l �, AT r B) Typical singl multi -section wi deck or covered 14 ` Vpi Notes: , porch/screen room. 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. 6 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. 3. In arid climates, when the local authority does not require vapor retarders for other residential construction for similar site foundations, the vapor retarder may be omitted. ,0 xur<ubua REQ^ :TA!}T cal VAPOR RETFnR?4QLR AFEW A FEW,11 v�.Fpp utiwY)tu �_ �i v.I:P. RETAPOER O04 i4 I HF (s'i1t UND V.I I H ?' lai}7. CIYERIAP I.t NJ_.IftlAi4 l cknu]tltF,`RI. Section 10, Skirting & Ventilation Page 1 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 10 - SHIRTING AND VENTILATION 10.3. VENTILATION REQUIREMENTS In addition to the vapor retarder, ventilation of the crawlspace area under the home is also required. (Exception: Note 3 in 10.2). To ensure adequate cross ventilation, provide ventilation openings in the enclosure on all sides and at least one ventilation opening at each corner of the enclosure. When site installed amenities, such. as a raised poured concrete floor for deck or porch, prohibit installation of vent openings, these vents should be relocated elsewhere along that side, or, the vent net free area of the vents to 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. When the vapor retarder is installed, the total area of ventilation openings may be reduced to 1/1500 of the floor area and the required openings are placed so as to provide cross ventilation of the space. 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, and then the adjusted distance vertllaton Calculator: between vents is: 401nz/80inz 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 square feet of floor area (excluding porches/recessed entries). 10.4. ACCESS An access door, allowing admittance to the underside of the home, should be provided for maintenance and repair. When installed, the door should measure at least four (4) square feet and have a least dimension of not smaller than 18 inches. If this door is screened, it may qualify in the ventilation requirement but ensure that the door has louvers or some other provision for keeping rain from entering the enclosed underside of the home. Local jurisdictions may have additional requirements. lo.5. 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. Water heater temperature and pressure relief valve overflow, water heater pan 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. Section 10, Skirting & Ventilation Page 2 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 11- MISCELLANEOUS AND FINAL INSPECTIONS TOC 11.1. AWNING, CARPORTS, PORCHES, UTILITY ROOMS, ETC ................... 1 11.2. CLEARANCES....................................................................................................2 11.3. FINAL INSPECTION......................................................................................... 2 11.4. CONSEQUENCES OF INCORRECT SETUP ................................................ 2 11.5. HIGH WIND PROTECTION FOR WINDOWS AND DOORS .................... 3 11.6. AMERICAN PLYWOOD ASSOCIATION...................................................... 4 11.7. SETUP INSPECTION CHECK LIST............................................................... 5 PFS#o6 Conforms to HUD MHCSS 9/7/06 Section 11, Misc. & Final Inspection Page i COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 11— MISCELLANEOUS AND FINAL INSPECTIONS Index 11.1. AWNING, CARPORTS, PORCHES, UTILITY ROOMS, ETC. Additional structures such as awnings, carports, patio covers or attachments to a Palm Harbor Home have not typically 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 weatherproofing (i.e. shingles, flashing, gutters, siding). However, some Palm Harbor homes have an option to be ordered with a factory installed receiver designed to take the loads of an add-on. In this case, refer to the detail for information on specific construction and requirements. FACTORY INSTALLED DOUBLE SECTION HOME RECEIVER n / PERIMETER PIERS AND FOOTERS AWNING UNIT LOAD @ SPACING WIDTH WIDTH 8'-0" o.c. FOR 16x16 140!'/ 160" 4440 # 6'-3" 12' 180" 4788 # 51-91, 16' 140" / 160" 4886 # 5'-7" 180" 5236 # S-2" 20' 140" / 160" 5334 # 5'-1" 180" 5684 # 4'-9" AWNING (BY OT SITE INST BY OTHERS SITE INSTALLED BY OTHERS Perimeter piers and footer notes: 1. Spacing for 16 x 16 is based on 2000 psf soil bearing capacity. 2. Refer to palm harbor homes installation manual for footers required for the loads given @ 8'-0" O.C. AWNING WIDTH 186" MAX. 16-0"MAX. -WZ-1 UNIT WIDTH 16-0" MAX. - WZ-3 INSET 6" MAXI T TM WZ 2&3 REQUIRE ANCHORAND VERTICAL TIE @ 5'4" o.c. MAX. WITH STABILIZER @ 6'-0" O.C. MAX. 186" MAX. UNIT WIDTH WZ 2&3 REQUIRE TIE -DOWN . ENGINEERING VECTOR SYSTEM (OR EQUAL) OR ANY QUALIFYING SYSTEM SPECIFICALLY APPROVED FOR PALM HARBOR HOMES Notes: 1. Vertical tie connections have been factory installed to handle the uplift and overturning load from the main unit along with the additional load from the awning connection to the main unit. (brackets @ 5'-4" o.c. max.) 2. The factory installed receiver is designed to handle the additional uplift and downward loads from the connection of the awning to the main unit. 3. The awning roof and roof support away from the main unit must be designed (by others) to carry all loads to the ground. The design of the awning connection along with weatherization (by others) must be designed to carry the appropriate load into the factory -installed receiver. The design must be according to the loads and requirements of the IRC 2003 for exposure V. 4. Factory installed members were designed for awning loads based on 90 mph (3 second gust) winds for wind zone 1, 120 mph (3 sec. gust) winds for wind zone 2, and 140 mph (3 sec. gust) winds for wind zone 3. This is in accordance with IRC 2003, exposure V. 5. For approved lateral load resisting systems' installation requirements and number required, refer to other pages in the Palm Harbor Homes installation manual. 6. No stabilizer plates are required at anchors loaded in direct (in-line) pull. 7. This design is for 140" minimum floor width and 186" maximum floor width on the main units and for 20 psf roof live load in all wind zones. 8. Maximum pier height including I-beam for wind zone 1 is 52" and minimum height is 31 ". Pier heights for wind zones 2 and 3 are based on vector system design. Section 11, Misc. & Final Inspection Page 1 COPYRIGHT @ 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 11— MISCELLANEOUS AND FINAL INSPECTIONS Index 11.2. 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. 11.3. 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. 11.4. 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. • 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. Section 11, Misc. & Final Inspection Page 2 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 11— MISCELLANEOUS AND FINAL INSPECTIONS Index • 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. Palm Harbor recommends that after approximately 60 days, recheck pier supports for settling and readjust as needed. Annual re -leveling may be required. 11.5. 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. �IPPROX- 1" J 30 EXTENSION FRAMING APPROX. #3 OR STUD GRADE SPF 2X3 OR 2X4 CUT IF DESIRED SECURE OSB OR PLYWOOD TO STUDDING WITH 12d NAILS @ 6" O/C. PF JG, REQUIRED LYWOOD OR =D, IS 1/2" OR THICKNESS. (1) 2x3 PERIMETER EXTENSION WITH 2x4 STUDDING @ 16' O.C. (SEE NOTE 6) Section 11, Misc. & Final Inspection Page 3 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. WIND ZONES II 8 81 WIND ZONES II WIND ZONES III WINDOW WIDTH EXTENSION FRAMING PANEL THICKNESS FASTENING TO EXTENSION NAILS SPACING FASTENING TO WALL FIRM. 16d NAILS #8x3 SCREWS FASTENING TO WALL FIRM. 16d NAILS #8x3 SCREWS 24 (1) 7116,12 12d 6" O.C. 8' O.C. 22' O.C. 6' O.C. 16' O.C. UP TO 48' 2x3 23132, 314 12d 6' O.C. 8' O.C. 22' O.C. 412' O.C. 12' O.C. UP TO 72 2x3 (1) 7116,12 12d 4' O.C. 5' O.C. 14' O.C. 3' O.C. (1) 2x3 PERIMETER EXTENSION WITH 2x4 STUDDING @ 16' O.C. (SEE NOTE 6) Section 11, Misc. & Final Inspection Page 3 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 11- MISCELLANEOUS AND FINAL INSPECTIONS Index 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 3. #8x3" screws, toe nailed/screwed, per table above. 4. Fasten assembled panel(s) to extension framing with 12d nails per table. 5. Fasten extension framing together with (2) 16d nails at each connection. 6. Use only "common" nails. 7. Design based on American Plywood Association design consideration (see also above). 8; After the storm, remove shutters and patch or caulk nail holes with suitable caulk. 11.6. AMERICAN PLYWOOD ASSOCIATION 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 Phone: (253) 565-6600 FAX: (253) 565-7265 www.apawood.org i Section 11, Misc. & Final Inspection Page 4 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. SECTION 11— MISCELLANEOUS AND FINAL INSPECTIONS Index 11.7. SETUP INSPECTION CHECK LIST FIRM PALM HARBOR HOMES, INC SET-UP INSPECTION CHECK LIST Vapor retarder 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. Center line piers installed at columns. Center line gasket installed 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 ridge cap per applicable details. Electrical cross over(s) 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. Tests: Electrical: Water lines: Drain lines: Gas lines: Section 11, Misc. & Final Inspection Page 5 COPYRIGHT © 2006 BY PALM HARBOR HOMES, INC. All Rights Reserved. 11 .9w' -I 4 City of Port Townsend Development Services Department 250 Madison Street Suite 3 Port ToxNiisend WA 98368 (360) 379-5095 FAX (360) 344-4619 MEMO MEMO TO: Patty Voelker, Finance FROM: Scottie Foste4r CC: Vern Garrison DATE: May 27, 2009 RE: Refund for BLD09-013 On _January 23, 2009, Vern Garrison paid S150 for BLD09-013. The permit review fee was later re -calculated to include only a foundation. The correct permit fee due was S 1 1 1.00. Therefore, please refund S39 to Vernon Garrison, 1430 Quincy St., Port Townsend, WA 98368- A copy of the FMS Report is attached for your records. BLD09-013 BLD09-014 SNP09-001 BLD09-010 BLD09-010 BLD09-010 BLD09-010 pttpmtrtranposted FMS Export Report From 01/23/2009 To 01/23/2009 09-0047 01/23/2009 GARRISON TRTEE VERNON I !PRF 09-0048 01/23/2009 .WATER STREET CORPORATION IIBPF 010.000-111-100-00 010-022.322-100-00 $ 3.501 010-000-111-100-00 09.0049 01/23/2009 USA TAX PROS SIGN 09.0050 01/23/2009 Cloise & Mike Const./Buhler $ 289.20 BPF 09.0050 01/23/2009 Cloise & Mike Const./Buhler BPF -RR 09-0050 01/23/2009 Cloise & Mike Const./Buhler (BPF -TECH 09-0050 01/23/2009 Cloise & Mike Const./Buhler (STATE -CODE Transaction Count: 7 Transaction Total: Page 1 of 1 Report run on May 27, 2009 2:36 PM $ 150.00 010-000-111-100-00 010-022-322-100-00 $ 50.00i 010.000.111-100-00 010-022-322-100.00 $ 10.001 010-000.111-100-00 010-022-345-810-00 $ 66.201 010.000-111-100-00 010-022.322-100-00 $ 3.501 010-000-111-100-00 010-080-369-900-00 $ 5.001 500-000-111-100-00 500-601.349-280-03 $ 4,501 613.000-111-100-00 613-043.386.000-00 $ 289.20 n r Receipt Number: 09-0047 genpmtrreceipts Page 1 of 1 Receipt Date: 01/23/2009 Cashier: FFRANKLIN Payer/Payee Name: GARRISON TRTEE VERNON I Permit # Parcel Fee Description. Original Fee Amount Amount Fee Paid Balance BLD09-013 984904306 Plan Review Fee $150.00 Total: $150.00 $0.00 $150.00 Receipt # Receipt Date Previous Payment History Fee Description Amount Paid Permit # Payment Method CHECK Check Number 709 Payment Amount $ 150.00 Total: $150.00 genpmtrreceipts Page 1 of 1 4F 0 SITE PLAN '=20' LEGAL DESCRIPTION.- ESCRIPTION.LOT LOT6, BLOCK 43, PETTYGROVE ADD. SEC 2, T30N, R 1 W, W M. APN 984 904 306 PROPERTY OWNER.- WNER.VERNON VERNONGARRISON LIVING, TRU-I. 1430 Quincy Street Port Townsend, WA 98368 360-301-2009 BUILDING AREAS.- REAS:NEW NEWRESIDENCE 841 SFT TOTAL 841 SFT IMPERVIOUS AREAS EXISTING PAVEMENT 600 SFT PROPOSED BUILDING ROOF 914 SFT PARKING PAVEMENT 304 SFT TOTAL NEW IMPERVIOUS 1208 SFT BLK 43, PETTYGROVE ADD. LOT 6', Mhz l DATE /z6a P AL ERM )� �2 - BY rte- �Lok-- (BUILDING OFFICIAL) CITY OF PORT TOWNSEND D JA N 2 3 2009 CITY Of PO�RSD OWNSEND 0 ox k