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17305 59TH AVE NE_004068_2026
INSPECTION REPORT 1NG` �L ¢1� t'0 Permit No.: Lot #: Q Address: SC1 Contractor: 9 4 Owner: `r�I N G� Date: PPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑�truct. Slab ❑ Wood Stove ❑ Rough-in v�`s"ial ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: • _ I I I i I I JI IF • I 4W I CITY OF RRL I RIGTOhI CONSTRUCTION PE RM I T FDlE RM I T NO- 00—Z+06 8 Owner: BERRY, JOHN 19430 59TH AVE NE ARLINGTON 98223 Value of Work: $75,000. 00 Tax ID: 223105--4-131E-0006 'hone: 360--435-5737 Describe Work: INSTALL MANUFACTURED HOME. Proposed Use: NIGHT WATCHMAN DUARTERS Legal Description: Job Address: 17403 59TH AVE Contractor's Name Type Address License# OWN TOTALS Fee Permit Fee $450.00 ��-- NATUREr �I'f E TOTAL FEE.. . . ....... . .. . . . 450.00 OfI I 'Y THAT I HAVE RFAI) INED THIS APPLICATION AND PAYMENTS. . . . . . . . . . . . . . . . . . $0.0 SAME TO BE T OF ID COR-- JBE SIGNS LA AND TOTAL DUE. .. . . . . . . . . . . . . . . . $450.00 E NIN HIS -YPE: OF i - D WIT WHETi fcR 'I 01' DATE-5 ��C 0 RECEIPT # 1.11/ AR00� OF ICIAL 513�, 0 Jaa -�,® 4AQ T,r7:)p4.4 -Wif"; 'Jti-L Y : T o�.� � �aRft► t �f�J� �f' � ML!��� �� 1.1*- - - - - -_mod �■a.�aa�--■ ffy:l: I 'C �-j {- V.v - - 71 �• ` WN . . . 1- A MA t i 1 RNGYON C O N S T R UO CT II O N I P E RM I T P E R M I T N O_ = O O—4 O G 8 Owner: BERRY, JOHN 19430 59TH AVE NE ARLINGTON 98223 Value of Work: $75,000.00 Tax ID: 223105-4-016-0006 Phone: 360-435-5737 Describe Work: INSTALL MANUFACTURED HOME Proposed Use: NIGHT WATCHMAN QUARTERS Legal Description: Job Address: 17403 59TH AVE Contractor' s Name Type Address License# OWN TOTALS Fee Permit Fee $450.00 NATURE: TOTAL FEE. . ......... ...... $450.00 -REBY CERTIFY THAT I HAVE REPD ND EXAMINED THIS APPLICATION AND PAYMENTS. . . ............ ...$0.0 ,NOW THE SAME TO BE T UE D COR- ECT ALL PROVTSIONS LA AND TOTAL DUE. . . ........... ... $450.00 DI NCcS G ERNIN HIS YPE OF RK ILL BE -1 ' _ WIT WHETHE3 ,ECI T= -HE OT DATE RECEIGT P&i�,t-ING' OF ICIAL � 0 �a� 5ot + 314-9 3- 00 4�50, o0 0-M - 3ga_-- 10- Od S Z �' i H IGA ENGINEERING, INC. 1721 Hewitt Avenue ■ Suite 401 ■ Everett, Washington 98201 ■ (425) 252-2826 ■ fax:252-9551 RECEIVED May 10, 2000 MAY 1 0 2000 Mr. Dave Anderson CITY OF ARLINGTON City of Arlington Building Department ,238 North Olympic Avenue Arlington, Washington 98223 Re: Submittal of Construction Permit Application. Dear Dave: , Attached with this letter is the,construction permit application for the nightwatchman4s quarters at Sm6key Point Distributing. The attachment includes 6 sets of the construction permit ' application, site plan, house ldyout, and manufacturer's installation/setup instructions. i If-you have any questions or concerns,please feel free to contact me: Sincerely, reering Inrkholder Vice-President .. ,♦ � '. .� ,� f � v � _ � � ti � � - t � 1 � � _• � ' � � / _ - � ti ' , 1 � � �, y i ` , � '� I • � 4 1 ' � i . � ' , � `td`l is;•elCr�,•.-tlr.;�: r,,w a :�/'•'[; \s:�. :' �.::+/j,. i.n�.}���- 'G .•% 2;R`.}.r -.,�,..:C++.�T.'•(>;Z',�:,.''=*ic:.+�.?�"�i�=..tiyr,`+` ��.. ..�. ...y v'1G. �1'4...`ti1o..�!'2•J�i:�ai�i: " CO m O S. 3 m ? z D w-< o 0 O a m 0 a � > m 0 O r ►�i m 0 � y m 0 C w c o . -4 0 . m X 00 m 4 IM co15 ❑ T m WDN0 CO CA): r n CD 0 N � ZID a � � OD r � c Z 2T 3 1 ti I v > - �^ 0 n 3 � rx c� CD (TI W O =i z 77 N 0PO m N > ` W 3 ru c m 0, N on n (D c n ti mm <. W ' r n �' m o0 pr m H m m aX _ a ' mm� N 03 EE • O i' 111 0 � � RI m 7 < o m iI-4n 0 z 0 CO) ca C co W K Al 0 C n to OD LO Lrl LD •t-ti _ � ■ I I I ZB.O�erres L I M I T E D WASH/DRY W/H OPl UTILITY DP won OPTION UTILITY ❑❑ I I KL-VE[ V ED a I OPT UTILITY, �'POTH OB BEDROOM KITCHEN/DINING Q A $°'$? MAY 1 0 2000 14 4 B _ CITY OF ARLINGTO u4 I I L C) I / o N I --- ---- CATHEDRAL 1HRU-OUT i MASTER BEDROOM LIVING ROOM BEDROOM OPT DEN No. 1 I 15'•4" No 3 00o Ls� 9'-4" 13'-4" i 9'-4" I � MEEK I - I I I 635OCT/3828 313EDROOM - 2BATHS - CATHEDRAL THRU-OUT (1,026 SQ.FT.) OPTION DEN Your local &rmnbnr r. LIMITED dealer is: simm NE BRINGING AmcA HOME BRINGING AmI(A FUN. ni s &racnbfi;ii,. L I M I T E D e-2minyAreax Addinend&ealurer • Carpet • UL Classification &Inspection • Valance w/Mini Blinds • 25-Year Shingles (Fiberglass—Class A • Dining Light Fire Rated) • Fiber-Cement Siding (Kitchen • Cathedral Ceiling Throughout • Raised Panel Cabinet Doors w/Hardware • Upgrade Passage Door Moldings, • Drawer Over Door Base Cabinet Construction Prefinished Jambs& Hinges • Side Roller Drawer Guides • 5/8"Textured Ceiling w/Knockdown Ceiling • Black Toe Kick • Linoleum at Entry • Lined Overhead Cabinets • Carpet in Hall • Stainless Steel Sink w/Single Lever Faucet • 3/8" Rehond Carpet Pad • 14 Cu. Ft. Double Door Frost Free • Electric Furnace Refrigerator • Graduated Fiberglass Heat Ducts • 30" Electric Range w/Lighted Power Hood • 30 Gal. Electric Water Heater • Pantry per Floor Plan • Delta Fixtures Throughout • Metal Door Knobs 53alhrmntr • 6 Panel Steel Front& Rear Door w/Deadbolts • Decorative Mirror • Insulated Low"E" Vinyl Windows • Privacy Locks • Egress Windows in Bedrooms • Single Lever Faucet at Lav • 200 Amp Service Entrance • Raised Panel Cabinet Doors w/Hardware • T -6" Sidewall Height • Paper Holder • 2 x 6 Sidewalls, 16" O.C. • Linen Closet in Master Bath per Plan • 2 x 6 Floor Joists, 16" O.C. • Power Vent Fan • Copper Wiring • Smoke Detector (53edr6emrr • Exterior Receptacle w/GFI Breaker • Carpet • Electrical Breaker Box • Valance w/Mini Blinds • Exterior Light at All Exterior Doors • Walk-in Closet per Floor Plan • Code Insulation (R-19 Floor, R-19 Walls & • Ventilated Wire Shelving R-19 Ceiling) The Higher the"R-Value" the Greater the Insulating Power ��pSSlFjFO s L%_ �L BRINGING AMERI(A HOME.BRINGING Amu FUN. UL Classified as conforming to the Federal Manufactured Home Construction and Safety Standards. For your comfort and safety,Skyline home designs are approved and each home is mspectea ov Underw*,ters Laboratories fcr conformance to Federal standards. Dimensions stated to industry standards.Width and length dimensions are nominal and are not to oe ised for setup of home on site.consult selling retailers for exact specifica- tions.Overall length does not include approximately four foot hitch.The square footage is approximate and based upon nominal exterior floor size.Room sizes are measured from floor ends and wall centers Because of progressive product improvement,all prices&specifications are subject to change without prior notice or obligation to Skyline Corporation. Ma-y 08 00 10: 56a COACH CORRAL, INC. 360-755-0187 p. 8 1 I rn C i � /- M r r� n I H 9 O n pq H � z 14x39 o T14 ,:co CA 0 1 - W ko i � fv tV ----- / 1 I �•' - ! N r.- A w N I - w 0 1 1 1 1 1 1 1 1 1 1 I N I w OIJIO L)IN ^" -lO I-1-ItJl(,i1-IuIN1Nl- I k U u tj N P 1? U U U O O NI^'1 U Il+ 1 11 1 NI 1 1 IZ o 1 ©IUIIN OIIU I y I I I �Nlol_I�N 1 I• o' REYlstoxs 4 X \ I � r cl 1 �I O k � I w I 1 m lm RECEIVE[ %n I{ I o snl 46x39 MAY 10 2000 n �1 =i I CITY OF AR (NrTOR! j } Lfb �T YI" 92 SKYLINE CORPORATION MANUFACTURED HOME INSTALLATION MANUAL RECEIVED NNE MAY 10 2000 @ CITY BRINGINGQ1dfRIUfIOMf. BtINGINGGMERINfUN. (ZFAyb(�9 16 1 Kjp I O'lr .9>1 ML T T k. jk L j 1 . . . � L _ � J ■ _ r 1 • 1 L IL L 1 '■ J ■ _ L ■ R. I ■ 7 r F i • 1 • 1 _ 1 • A • . TABLE OF CONTENTS Chapter 1 — Introduction . . . . . . . . . . . . . . . . . . . . 1 Chapter 5— Set-Up Procedures—Continued Installation of Shingle Roof . . . . . . . . . 33-34 Chapter 2— Definitions . . . . . . . . . . . . . . . . . . . . . 2 Double Wide Utility Interconnection . . . 35-38 —Bonding . . . . . . . . . . . . . . . . . . . . 35 Chapter 3— Site Preparation — Electrical Crossover . . . . . . . . . . . 35 Zone Maps . . . . . . . . . . . . . . . . . . . . . 3 —Heating Crossover . . . . . . . . . . . . 36 Site Grading 4-5 —Gasline Crossover . . . . . . . . . . . . 37 Description of Soils . . . . . . . . . . . . . . . 5 —Waterline Cross Connect . . . . . . . 37 — Drainline Cross Connect . . . . . . . 38 Chapter 4— Foundation and Support Requirements Installation of Exterior Light Fixtures . . . . 38 Piers . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Venting of Skirting and Crawlspace . . . 38 Design Requirements 6 Metal Roof Tightening . . . . . . . . . . . . . 38 Design Procedures . . . . . . . . . . . . . . . 6-7 Porches & Decks . . . . . . . . . . . . . . . . 38 Acceptable Footings . . . . . . . . . . . . . . 7 Placement in Freezing Climates . . . . . 7 Chapter 6— Installation of Optional Features Proper Sizing of Footings . . . . . . . . . . 7 Electrical Dryer Venting . . . . . . . . . . . . 39 Permanent Foundations . . . . . . . . . . . 7 Gas Dryer Installation . . . . . . . . . . . . . 39 Flood-Prone Areas . . . . . . . . . . . . . . . 7 Gas Water Heater Venting . . . . . . . . . . 39 Severe Wind Areas . . . . . . . . . . . . . . . 7 Grill/Range Venting . . . . . . . . . . . . . . . 39 Special Snow Load Conditions . . . . . . 7 Paddle Fan Installation . . . . . . . . . . . . 40-41 Important References Documents . . . . 7 — Flush Ridge Beam . . . . . . . . . . . . 40 Typical Installations . . . . . . . . . . . . . . . 8 —Protruding Ridge Beam . . . . . . . . 41 Typical Pier Construction . . . . . . . . . . . 9 — False Beam . . . . . . . . . . . . . . . . . 41 Support Requirements . . . . . . . . . . . . 10-12 Air Conditioning Electrical Connect . . . . 42 — Single Wides 10 Evaporative Cooler . . . . . . . . . . . . . . . 42 — Double Wides . . . . . . . . . . . . . . . 11-12 Dealer Installed Blend Air . . . . . . . . . . 43 Sidewall Openings . . . . . . . . . . . . . . . 12 Expanding Rooms, Slide-Outs . . . . . . . 44 Pavilion Dormer Blocking . . . . . . . . . . 13 Site Attached Structures . . . . . . . . . . . 44 Footing Sizes . . . . . . . . . . . . . . . . . . . 13 Garage Ready Units . . . . . . . . . . . . . . 44 Hinged Roofs and Eaves . . . . . . . . . . . 44 Chapter 5— Set-Up Procedures Ceiling Fans . . . . . . . . . . . . . . . . . . . . 44 Moving Home to Location . . . . . . . . . . 14 Telephone and Cable TV . . . . . . . . . . . 44 Positioning Home . . . . . . . . . . . . . . . . 14 Fireplace Installation . . . . . . . . . . . . . 44 Leveling and Blocking . . 14-16 Field Installed Hearth 44 —Single Wides . . . . . . . . . . . . . . . . 14-15 — Double Wides . . . . . . . . . . . . . . . 16 Chapter 7— Utility System Connection and Testing Use of Water Level . . . . . . . . . . . . . . . 17 Water . . . . . . . . . . . . . . . . . . . . . . . . . 45 Double Wide Interconnection . . . . . . . . 18-19 Drainage—Connection . . . . . . . . . . . . 45 Tie Down Instructions . . . . . . . . . . . 20-21 Drainage— 1, 1-1/2, 1-3/4&2 Bath . . . . 45 Over-The-Roof Straps . . . . . . . . . . . . . 21 Gas . . . . . . . . . . . . . . . . . . . . . . . . . . 45-46 Anchor Tables Wind Zone I . . . . . . . . . 22-24 Electrical . . . . . . . . . . . . . . . . . . . . . . . 47 Anchor Tables Wind Zone II & III . . . . . . 25-26 Outside Panel Box 47 Anchor Tables for 102"Sidewalls . . _ . . . . 27 Electrical System Test . . . . . . . . . . . . 47 Longitudinal Tie Down Instructions . . . . . . 28 Multi-Section Frame Bonding . . . . . . . 48 Tie Down Example . . . . . . . . . . . . . . 29 Typical Under-Chassis Double Wide Exterior Closure . . . . . . . 30-32 Feed Connections . . . . . . . . . . . . . . 48 — Masonite Siding . . . . . . . . . . . . . 30 Typical Meter Base Installation . . . . . . 48 —Vinyl Lap Siding . . . . . . . . . . . . . . 31 Meter Base & Panel w/Masthead . . . . 49 — HardiPanel & HardiPlank Siding . . 32 Chapter 8— Protective Window Coverings 50-55 WARNING ONLY EXPERIENCED PERSONS Chapter 9 — Final Inspection KNOWLEDGEABLE OF MANUFACTURED Final Inspection . . . . . . . . . . . . . . . . . 56 HOME SETUP PROCEDURES SHOULD SET UP Installation Inspection Checklist 57 THIS HOME. NOTE:THIS MANUAL IS INTENDED TO INSTRUCT AND TO ASSIST ALREADY QUALIFIED PERSONNEL IN PROPER INSTALLATION OF SKYLINE MANUFACTURED HOMES. IT IS NOT INTENDED TO ENABLE SOMEONE UNFAMILIAR WITH MANUFACTURED HOME INSTALLATION TO PERFORM THE INSTALLATION. SETUP SHOULD BE DONE ONLY BY QUALIFIED PEOPLE. WHOEVER DOES THE SETUP SHOULD GUARANTEE THEIR WORK IN WRITING FOR A REASONABLE TIME AND SHOULD, IF NECESSARY, AGREE TO RELEVEL THE HOME WITHIN 90 DAYS AFTER THE INITIAL SETUP. CHAPTER I INTRODUCTION PLEASE READ ALL INSTRUCTIONS PRIOR TO SET-UP! This Skyline home was engineered, constructed and The recommended procedures contained in this manual inspected for conformance to the Federal Manufactured are intended to assist in proper installation of this home. Home Construction and Safety Standards in effect on the Field experience may justify alternate acceptable proce- date of manufacture.This National Standard sets forth com- dures which, when completed, result in performance at prehensive requirements for design construction, fire safety, least equal to that which will result from conformance to the plumbing, heating systems and electrical systems for details and specifications herein. For example, on double manufactured homes designed to be used as dwellings. wide installation you may find it advantageous, due to local conditions, to bolt the floors together prior to bolting roof This manual contains detailed installation instructions, halves together, or vice versa. Either method is acceptable including specifications and procedures for erection and as long as the bolting schedule is adhered to. hookup of your manufactured home. It has been written in an objective and easy-to-understand manner so it can be understood by people without extensive technical training. It NOTE: A MANUFACTURED HOME SET UP IN THE discusses the set-up of the home from preparing the site WRONG STRUCTURAL ZONE DOES NOT MEET THE through final inspection. It includes many tables and figures REQUIREMENTS OF THE FEDERAL MANUFACTURED giving important data for proper set-up.Careful adherence to HOME CONSTRUCTION AND SAFETY STANDARDS. this manual by the homeowner and installation crew, and BEFORE COMMENCING SETUP,SEE CONSTRUCTION consultation with a registered professional or structural INFORMATION, LOCATED IN THE MASTER BEDROOM engineer in those unusual circumstances it does not cover, CLOSET OR AT THE ELECTRICAL DISTRIBUTION will assure you of a quality, safe and affordable home for PANELBOARD, FOR DESIGNATION OF ZONE FOR many years to come. WHICH THE HOME WAS CONSTRUCTED. Prior to locating or relocating your home, contact the local authority having jurisdiction for installation to see if SPECIAL CONSTRUCTION SUCH AS EXPANDO permits for such procedures as blocking,anchoring, or utility UNITS, TRIPLE WIDE UNITS, AND PERIMETER connections are required. Inspections may be required dur- BLOCKED UNITS WILL BE COVERED IN SUPPLE- ing installation. On private property, zoning or development MENTS TO THIS MANUAL. CONTACT YOUR FACTORY covenants may apply and should be taken into considera- OR DEALER IF THIS HOME HAS ANY SUCH FEA- tion. NOTE: Preparations of the site, when accom- TURES AND YOU DO NOT HAVE THE APPLICABLE plished by others than the home installer,may not be in SUPPLEMENTS. accordance with these instructions. WARNING: ONLY TRAINED CREWS SHOULD INSTALL THE IMPORTANCE OF CORRECT SETUP CANNOT THE HOME. INSTALLERS SHOULD FOLLOW THE BE OVEREMPHASIZED. Correct set-up is absolutely essen- SAFETY INSTRUCTIONS PROVIDED IN THIS MANUAL. tial to homeowner satisfaction. If you are not absolutely certain of the proper procedure or you encounter unusual THIS HOME WEIGHS SEVERAL TONS conditions, please contact your factory service representative.THE INSTRUCTIONS CONTAINED HEREIN ARE MIN- USE ENOUGH TEMPORARY WOOD BLOCKING TO IMUM REQUIREMENTS,APPLICABLE LOCAL OR STATE SUPPORTTHE HOME DURING SETUP. LAW MAY HAVE OTHER OR GREATER REQUIREMENTS WHICH MUST BE COMPLIED WITH TO OBTAIN OR No one should be allowed under the home unless it is REGAIN THE RIGHT TO OCCUPY THE HOME. securely in place, even if it is not rnovin,q,,1„,, ��••QQ'�y T, REVIEWED BY ENGINEERING DEPT. 4 '•• ••• ISSUED BY FOLLOW-UP SERVICES DEPT. • r MAY 19, 1999 _ UNDERWRITERS' OR LABORATORIES, INC. ,c•� 1AN''��� �ve�\� - — ts"y,vrt�••� The technical content of this Installation Manual has been reviewed by Underwriters' Laboratories, Inc. and found to be in accordance with the Federal Manufactured Home Construction and Safety Standards. 1 t CHAPTER 2 DEFINITIONS ANCHORING EQUIPMENT: Straps, cables, turnbuckles and chains, including tensioning devices, that are used with ties to secure a manufactured home to ground anchors. ANCHORING SYSTEM: A combination of ties, anchoring equipment, and ground anchors that will, when properly designed and installed, resist the wind's overturning the home or moving it sideways. FOOTING: That part of the support system that sits directly on the ground at, below or partly below grade to support the piers. I PERIMETER SUPPORT: The portion of a support system that supports the sidewalls at the floor line. PIER: That portion of the support system between the footing and the manufactured home, exclusive of caps and shims.Types of piers include, but are not limited to, the following: 1. Manufactured Steel Stands 2. Manufactured Concrete Stands, and 3. Concrete Blocks SITE, MANUFACTURED HOME: A parcel of land designed and designated for the location of one manufactured home, its accessory buildings or structures, and accessory equipment for exclusive use of the home's occupants. STABILIZING SYSTEM: A COMBINATION OF PROPERLY INSTALLED ANCHORING AND SUP- PORT SYSTEM. STAND, MANUFACTURED HOME: That area of a manufactured home site which has been reserved for placement of a manufactured home. SUPPORT SYSTEM: A combination of footings, piers, caps and shims that will, when properly installed, support the manufactured home. CHAPTER 3 SITE PREPARATION ZONE MAPS OF THE UNITED STATES WA Wr ND `, Mr ND VT OR AMI OR D MN PA W a O SO VA (� NYMA -;aM FA Cl ct .T`"t NE WY W IL IN w NV NE AK W OH a Nv � `CH -a CA LIT Co 1.MO� ITN VA CA ' co Mo. KY VA Mo rj KS NC fir_ AZ NM OK Alt AZ 01K AR, TX IW}AL GA�. LA 1 Fl�, � m ZONE I _ SOUTH 20 PSF r ZONE 2 MIDDLE 30 PSF ZONE 3 ROOF LOAD ZONE MAP ® NORTH 40 PSF HEATING AND COOLING ZONE MAP �rW Mr A r,(1 (((J .' ego ME OR ID 1 M"`Hn ern """ IN WIND ZONES II AND III, UNLESS —,�. MI76" PA CT� THE HOME AND ITS ANCHORING 11 NV r A �IL 11N;o►+ AND FOUNDATION SYSTEM HAVE j co j KS I ; VA BEEN DESIGNED FOR THE IN- TN / rr CREASED REQUIREMENTS OF EX- AZ NM 1`C 1 V'nts �,` POSURE 'D' OF ANSI/ASCE 7-88, IT SHOULD NOT BE LOCATED WITHIN Tx w-' 1500 FEET OF THE COASTLINE. Fl AK ZONE I ZONE II WIND ZONE MAP p ZONE III The following local governments listed by state (county/ WIND ZONE II (continued): parishes, unless noted otherwise) are located in WIND TEXAS - Arkansas, Brazoria, Calhoun, Cameron, Chambers, ZONE II: Galveston, Jefferson, Kenedy, Kleberg, Matagorda, Nueces, ALABAMA-Baldwin and Mobile Orange, Refugio,San Patricio and Willacy. FLORIDA-All counties except those identified as being within VIRGINIA (The cities of) - Chesapeake, Norfolk, Portsmouth, Wind Zone III. Princess Anne and Virginia Beach. GEORGIA - Bryan, Camden, Chatham, Glynn, Liberty and The following local governments listed by state (county/ McIntosh parishes, unless noted otherwise) are located in WIND LOUISIANA - Acadia, Allen, Ascension, Assumption, ZONE III: Calcasieu, Cameron, East Baton Rouge, East Feliciana, FLORIDA - Broward, Charlotte, Collier, Dade, Franklin, Gulf, Evangeline, Iberia, Iberville, Jefferson Davis, LaFayette, Hendry, Lee, Martin, Manatee, Monroe, Palm Beach, Pinellas Livingston, Pointe Coupee, St.Helena, St.James, St.John the and Sarasota. Baptist, St. Landry, St. Martin, St. Tammany, Tangipahoa, LOUISIANA-Jefferson,La Fourche,Orleans,Plaquemines,St. Vermillion,Washington,West Baton Rouge and West Feliciana. Bernard, St.Charles, St.Mary and Terrebonne MAINE-Hancock and Washington MASSACHUSETTS-Barnstable,Bristol,Dukes, Nantucket and NORTH CAROLtNA-Carteret, Hyde and Dare. The following states and territories are within Plymouth. MISSISSIPPI-George,Hancock,Harrison,Jackson,Pearl River WIND ZONE III: and Stone. State of HAWAII NORTH CAROLINA-Beaufort, Brunswick, Camden, Chowan, ALASKA - coastal regions between the 90 mph isotach on Columbus, Craven, Currituck, Jones, New Hanover, Onslow, ASCE 7-88 wind map and the coast. Pamlico,Pasquotank,Pender,Perquimans,Tyrrell and Washington. U.S. TERRITORIES - American Samoa, Northern Mariana SOUTH CAROLINA-Beaufort,Berkeley,Charleston,Colleton, Islands,Trust Territory of Pacific Islands,Guam,Puerto Rico and Dorchester,Georgetown, Hory,Jasper and Williamsburg. U.S.Virgin Islands. I SITE PREPARATION (Continued) SITE PREPARATION The importance of site preparation for a problem-free provided in the under-floor enclosure or skirting on at least installation cannot be overstated. All vegetation must be three (3) sides (preferable on all sides) with a net area of at removed from under the home site.The site must be prop- least one square foot per 150 square feet of floor area.The erly graded and sloped to provide for storm drainage runoff. required ventilators are to be approximately equally spaced In particular, the area under the home must be graded to around the perimeter of the home with a ventilation opening prevent water accumulation.Skyline Corp. recommends the within three (3) feet of each outside corner. home site slope 10 feet in all directions away from the home.If the home is sited on sloping terrain or a hillside,the Proper support of the manufactured home must allow for soil must be graded on all sides to channel storm runoff soil conditions in the immediate area. Pier footings must be around the home and not under it.If the home is set in a pit, placed on firm undisturbed soil (not loose fill) or soil which it is extremely important to provide water drainage from has been compacted to at least 90 percent of its maximum under and around the home. relative density. Support piers may also be placed directly on concrete slabs designed for manufactured home place- WARNING: THE AREA UNDER AND AROUND THE ment as found in manufactured home communities. HOME MUST BE SLOPED TO PREVENT WATER ACCU- After completion of grading and filling (if necessary), the MULATION.EXCESSIVE MOISTURE UNDER THE HOME bearing capacity of the soil at the depth of the footings CAN CAUSE UNNECESSARY DETERIORATION, AND should be determined. A pocket penetrometer (available CAUSE CONDENSATION PROBLEMS, WHICH COULD from engineering supply houses) or other method accept- AFFECT THE HOMES WARRANTY. IT COULD ALSO able to local jurisdictions may be used. If the soil cannot be AFFECTTHE STABILITY OFTHE FOOTINGS AND PIERS tested but can be identified, use the foundation bearing WHICH SUPPORTTHE HOME. pressures shown in Figure 3-1 as a guide. If the soil cannot be identified, use the lowest value, 1,000 PSF. Under If the home is to be perimeter skirted or"pit-set,"ventila- unusual conditions, or if the soil appears to be peat or tion of the under-floor area is required to minimize the effect uncompacted soil, consult a local geologist or professional of moisture under the home. Ventilation openings must be engineer for aid. CAUTION EXCESSIVE WATER IN THE SOIL UNDER THE HOME WILL CAUSE UNNECESSARY DETERIORATION OF THE HOME AND AFFECT THE COMFORT LEVEL IN THE HOME.CONTINUOUS STANDING WATER UNDER THE HOME CAN CAUSE CONDENSATION PROBLEMS AND AFFECT THE HOME'S WARRANTY. PREVENTION OF WATER BENEATH THE HOME SINGLE SECTIONAL DO CROWN AND DON'T GRADE GRADE SITE TO SITE SO THAT SLOPE AWAY WATER COLLECTS FROM HOME BENEATH THE HOME DOUBLE SECTIONAL DO CROWN AND DON'T GRADE GRADE SITE TO SITE SO THAT SLOPE AWAY WATER COLLECTS FROM HOME BENEATH THE HOME Ell TRIPLE SECTIONAL DDQ DON T GRADE CROWN AND SITE SO GRADE SITE THAT WATER TO SLOPE COLLECTS AWAY FROM BENEATH HOME THE HOME OIEE931 i SITE PREPARATION (Continued) GROUND BARRIER There is a strong tendency for ground moisture to be drawn into the home, greatly complicating efforts to control humidity and condensation_ A ground moisture-vapor retarder of 6 mil. rated polyethylene plastic, vinyl or similar material laid on the ground surface under the home is recommended to assist in controlling the humidity in the home. General Description of Soils Allowable Pressure Soil Type (Pounds Per Square Foot) Based on the Unified Classification System No allowances made for overburden pressure,embedment, depth,water table height,or settlement problems. Rock or Hard Pan 4,000 and up Sandy Gravel and Gravel 2,000 Sand, Silty Sand, Clayey Sand 1,500 Silty Gravel, or Clayey Gravel Clay, Sandy Clay, 1,000 Silty Clay, or Clayey Silt ' Uncommitted Fill Special Analysis is Required Peat or Organic Clays Special Analysis is Required NOTE: To be used only when none of the following is available: a. Soils investigation and analysis of the site. b.Compliance with the local building code. c. Competent opinion by a local engineer or building official. d. If the soil bearing capacity is less than 1,000 PSF, consult a professional engineer for foundation system requirements. Fig. 3-1 r_ 1 CHAPTER 4 FOUNDATION AND SUPPORT REQUIREMENTS NOTE: This chapter covers only foundations. Page 8 sum- Select manufactured pier heights so that their adjustable marizes the usual types. Set-up procedures and methods risers do not extend more than recommended by the man- for securing the home to its foundation are discussed in ufacturer when finally positioned. Chapter 5. All piers must rest on footings that either extend below the PIERS frost line or are otherwise protected from frost effects,and are placed on either undisturbed soil or compacted fill. Importance. Incorrect size, location or spacing of piers may cause serious structural damage to the home.It is important DESIGN PROCEDURES to install piers around the perimeter if required for the home. Failure to do so may lead to sagging floors, walls and roofs. Piers Less Than 36" High. Construct piers less than 36" high out of single, open or closed -cell concrete blocks, Acceptable Types. Piers may be concrete blocks or pres- 8 x 8 x 16 . Install them so that the long side is at right angles to the supported I-beam See Figure 4-2 Position sure treated wood, capped and shimmed with wedges, or 9 PP ( 9 )• adjustable manufactured metal or concrete devices (see open cells vertically upon the footers. (See Figure 4-1). Figure 4-2).Manufactured piers should be listed and labeled Horizontal offsets should not exceed 1/2" top to bottom. for the required load capacity. Mortar is not normally required. Manufactured piers should be listed and labeled. Do not extend their adjusting studs DESIGN REQUIREMENTS beyond the limits specified by the manufacturer. Load-Bearing capacity.The load that each pier must carry Piers 36"to 80" High. Construct all piers between 36"and depends on factors such as the dimensions of the home, 80"high, and all corner piers over three (3) blocks high, out the roof live load, the spacing of the piers, and the way they of double, interlocked concrete blocks (See Figure 4-2). are used to support the home. Center beam/marriage wall Mortar will not normally be required. blocking is required for multisection homes. Piers Over 80" High. Where permitted by local codes, lay See tables 1 and 2 for pier capacities. Manufactured piers them in concrete mortar with steel reinforcing bars inserted must be rated to at least these capacities, and locally con- in the block cells and fill the cells with concrete.Where such structed piers must be designed to transmit these loads safely. construction is not permitted by local codes, have piers over 80" high designed by a registered professional or structural Configuration. Figure 4-2 shows the recommended arrange- engineer. ment of concrete piers constructed on-site. Concrete blocks should have nominal dimensions of at least 8"x 16". They Location and Spacing. The location and spacing of piers depend upon the dimensions and weight of the home, the must be stacked with their hollow cells aligned vertically. When piers are constructed of blocks stacked side-by-side, roof load zone,size, and type of construction of the footings. every layer should be at right angles to the previous one Other factors such as the location of doors or other (See Figure 4-2). openings and heavy pieces of furniture are also important. Cap hollow block piers as shown in Figure 4-2 to distrib- In general locate piers no more than 2' from either end, and ute the structural load evenly across them. Caps may be of not over 10' o.c. solid masonry or hard wood, and of the same length and Single-Section Homes. Figure 5-2 shows the recommended width as the piers they rest upon.Avoid plywood, as it may locations and spacing of piers for single-section homes. lead to unwanted settling or movement. Multi-Section-Homes. Figure 5-3 shows the recommended Use 4"x 6" hardwood shims (wedges) to level the home location and spacing of piers for multi-section homes. and fill any gaps between the base of the I-beam and the top of the pier cap.Always use shims in pairs (See Figure 4- Under Doors and Heavy Furniture. Place additional piers 2). Drive them in tightly so they do not occupy more than 1" on both sides of exterior doors, side-wall openings wider of vertical space. When the space to be shimmed is less than 4' (such as sliding glass doors), at Pavilion dormers, than the minimum thickness of available caps or concrete under porch posts, wood stoves, and under the expected blocks, dimension lumber may be used under the caps. locations of heavy pieces of furniture such as pianos, organs, waterbeds, etc. FOUNDATION AND SUPPORT REQUIREMENTS (Continued) DESIGN PROCEDURES (Continued) Footings. Support every pier with a properly designed foot- Flood-Prone Areas. Skyline Corporation does not recom- ing, as follows. mend locating homes in river or coastal flood-prone areas. ACCEPTABLE TYPES OF FOOTINGS. Special elevation and anchoring techniques are required Concrete. Footings may consist of precast or poured-in- when locating in a flood-prone area. Consult a registered place concrete, pads slabs, or ribbons at least 3-1/2"thick professional or structural engineer to make sure that home with a 28-day compressive strength at least 3,000 psi. design and construction conform to applicable federal, state Footing size in no case shall be less than 144 sq. in. or and local codes and regulations. The FEMA publication smaller than the pier supports. listed below contains design and construction recommen- dations. Pressure-Treated Permanent Wood.Two layers of 2"thick pressure-treated wood planks, with the long dimension of Severe Wind Areas. Special foundation and anchoring the second layer placed perpendicular to that of the first, techniques are required when locating in a severe wind fastened and with cut edges painted or retreated, may also area is unavoidable. Consult a registered professional or be used. structural engineer. The HUD foundations design guide referenced herein contains recommendations for designing Other Materials.You may also use other materials approved foundations and anchoring systems. Do not place your for this use by local authorities if they provide equal load- home in a wind zone more severe than the one indicated on bearing capacity and resistance to decay. the data plate located by your home's main electrical panel. PLACEMENT IN FREEZING CLIMATES. Special Snow Load Conditions. Homes designed for and Conventional Footings. For frost-susceptible soils, to pre- located in heavy snowfall areas or subject to other extreme clude the harmful effects of ground frost heave, footings loading conditions may require special piers or footings.See should usually be placed below the frost line. Consult local tables and/or special manufacturer's instructions provided authorities to determine frost penetration. In the absence of a with your home. local code, use the frost penetration map as a guide. Floating Slab System.When properly engineered by a reg- IMPORTANT REFERENCE DOCUMENTS istered professional engineer, compatible with the anchorage . Foundation plans available from manufacturer. requirements of Chapter 5,and acceptable to the local author- ity having jurisdiction, a "floating slab system" may be used • ANSI/NCSBCS A225.1-1987, "Manufactured Home Instal- above the frost line. lations,"NCSBCS, 505 Huntmar Park Drive, Herndon, VA 22070, (703)437-0100. Insulated Foundations. Footings may also be placed above the frost line when the home is provided with a • ASCE 7-88, "Minimum Design Loads for Buildings and perimeter foundation or skirting having insulation properties other Structures," ASCE, 345 East 47th Street, New sufficient to prevent freezing of the soil under or adjacent to York, NY 10017-2398. every load-bearing component of the foundation and accept- able for this purpose by the local authority having jurisdic- FEMA 85, "Manufactured Home Installation in Flood tion. Useful design guidelines may be found in references Hazard Areas;' FEMA, Washington, DC 20472, (202) 646-2708, September, 1985. at the end of this chapter. Insulation systems should be compatible with the requirement to cross ventilate the entire . HUD Handbook 4930.3 (1989),"Permanent Foundations space under the home. Guide for Manufactured Housing," HUD, 415 7th Street, Proper Sizing of Footings. Proper sizing of footings S.W., Washington, DC 20410. depends upon the load-carrying capacity of both the piers . "All Weather Wood Foundation Systems Manual," and the soil. See Table 4 for recommended footing sizes. National Forest Products Association, 1619 Massachu- Permanent Foundations. Check local building codes and setts Ave., N.W., Washington, DC 20036, June, 1976. regulations and consult a registered professional or struc- . "Design Guide for Frost-Protected Shallow Foundations;' tural engineer when you are setting your home on a per- Prepared for U.S. Dept. of Housing and Urban Develop- manent foundation (such as a full basement, crawl space or ment by: NAHB, Upper Marlboro, MD, June, 1994, load-bearing perimeter foundation).A permanent foundation Instrument No. DU1001<000005897. design, which meets most local codes, may be available from Skyline Corporation.Please contact the Skyline division "Building Foundation Design Guidebook;' Document No. which manufactured the home or Skyline's National Director DE 88013350, National Technical Information Service, of Consumer Relations. 5285 Port Royal Road, Springfield, VA 22161. 7 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) MANUFACTURED HOME INSTALLATIONS SINGLE OR MULTI-SECTION HOMES TYPES OF FOUNDATION SYSTEM - MAIN COMPONENTS(*) 1. Piers-Ground Anchors. Home rests on piers of concrete block, formed-in-place concrete, permanent wood or steel pedestals on permanent wood, crushed stone or concrete footers.Ground anchors in soil angled to resist straps or embedded in concrete deadmen in soil. Straps tied to the frame, with or without over-the-top straps. 2. Concrete Slab or Continuous Footing. Home rests on a concrete slab or ribbons of concrete. Straps tied between frame and perimeter footers or concrete slab.Skyline Corp.recommends installing earth anchors prior to pouring concrete slab. Concrete slab should be sloped to prevent water accumulation under home. 3. Pile/Post System. Home rests on piles/posts placed sufficiently deep in the ground to resist all wind, snow, front heave and earthquake forces. Straps fasten home to the piles/posts or caps placed thereon. 4. Concrete or Concrete Block Load-Bearing Perimeter Walls. (Basement or Crawl Space) Home rests on exterior load-bearing walls which sit on concrete footings weight to resist all external forces.The floor connec- tion to foundation resists external forces. "For Skyline multi-section homes, the mating walls are supported by piers or support walls with straps and ground anchors, providing resistance to downward and uplift forces. TYPICAL FOOTING PADS FIG. 4-1 t a �6✓ �I \ 16 I � a \ I SINGLE PAD FOOTING ` '� SINGLE PAD FOOTING a e. Q,gU6L E PAD FOOTING . I TRIPLE PAD FOOTING DOUBLE PAD FOOTING .Y DOUBLE PAD FOOTING . I LOAD:IS.RIOUTING PAD FOR EUFFCRT L ` I TWO DOUBLE PAD FOOTING4� 0 ` F�"i I�� I TRIPLE PAD FOOTING ILOAD DISTRIBUTING PAD FOR SUPPORT TWODOUBLE PAD FOOTING (2a'x2d'xd') QUADQUAD PAD DOTIN 16"x16"x 41,CONCRETE PAD FOOTINGS 8"x 16"x 4" CONCRETE PAD FOOTINGS 2"x 12"x 24"WOOD PAD FOOTINGS 8 i FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TYPICAL PIER CONSTRUCTION I-Beam frame Gap between top of pier and ruin frame may be hardwood plate(not exceeding/ 2"in thickness)and shims(not exceeding 1"in thickness).Shims shall be at least 4"wide and 6"long,fitted and driven tight between wood plate or pier and main frame.2"or 4"solid concrete block may fill remainder of gap. Cap-Wood or concrete,2"x8"x 16"installed with 16"dimension perpendicular to the -beam frame. Single open or closed cell concrete blocks 8"x 8"x 16"(open cells placed vertically upon footer) in « V sH r. ...........,. stalled with 16"dimension perpendicular to the I-beam frame. t _.. Footing-Solid concrete or other product approved for the purpose.Size according to Table 4. -_- ==-___-__- Ground Level Footing below frost line when subject to frost heaving. SINGLE BLOCK PIER - 8000 LBS. MAXIMUM CAPACITY. PIER CAPACITY assse�ys"T , MUST BE EQUAL TO OR MORE THAN REQUIRED FOOTER CAPACITY. �G1 Concrete grouting • QP Cap-Solid concrete k •• block or equivalent. Steel reinforcing bars f r. v� Double Interlocked For piers exceeding 80 inches in • A�. 4' Blocks.Max.Height is 80". height the concrete blocks should o / AL ,� be filled with concrete grouting IF#& all12Ws3 - and steel reinforcing rods should 40.30 -.-a _ be used. DOUBLE BLOCK PIER - 14000 LBS. MAXIMUM CAPACITY. PIER CAPACITY MUST BE EQUAL TO OR MORE THAN REQUIRED FOOTER CAPACITY. Footings placed on firm undisturbed soil or in controlled fill free of grass and organic materials compacted to a minimum load bearing capacity of 1000 PSF. 303s+o .�s s a36 7, 3 As 36"0 60 s3 s.13 7 �. \1 +• •a •a s. ! +• �s ]+ -fl+, 7] �ss3s +a ]• ly to ,• 40 S. ]+ .] 30 /s 2.�. �. s Se Sal +] _ .O (I �� • 6 y +• 30 1a?O 0 ] '� ?O �] �� 3• S+ 12 ] ]' .] s 0 s ' e 30 •\]7 la ,] -O O 7 6 21 `f 3 20 S • �J O 1 L2_ + ] • ' , Frost Penetration Map AVERAGE DEPTH OF FROST PENETRATION — IN INCHES SOURCE: U.S. Dept. of Commerce Weather Bureau FIG. 4-2 9 V I FOUNDATION AND SUPPORT REQUIREMENTS (Continued) SUPPORT REQUIREMENTS The design loads and minimum footing sizes used in the The support requirements for homes designed for 60 selection of the support structure are set forth in Table 4. PSF and higher roof load (and those specifically indicated The loads and footing sizes are the minimum values to be middle and north zone homes)are found in the Supplement used for the support structure and are based on the indi- accompanying this manual entitled "Manufactured Home cated roof live load and a floor live load of 40 Psf. Installation for Perimeter Blocking." All load bearing supports and footings may be subject to Contact the Skyline division that built the home for more approval by the local Enforcement Agency information concerning perimeter blocking. TABLE 1 PIER LOADING UNDER MAIN I-BEAMS SINGLE-WIDE HOMES 12'WIDE HOMES 14'WIDE HOMES 16'WIDE HOMES Pier Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Spacing (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) Under 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF Main Roof Roof Roof Roof Roof Roof Roof Roof Roof I-Beams Zone Zone Zone Zone Zone Zone Zone Zone Zone (Ft.) 4 2130 2420 I 2560 2410 2740 2940 2700 3060 3320 5 2660 3020 ( 3190 3020 3420 3670 3370 3830 4150 6 3190 3620 3830 3620 4110 4410 4050 4590 4980 7 3720 4230 4470 4220 4790 1 5140 4720 1 5360 5810 8 4250 4830 f 5110 4820 5480 ( 5880 5400 1 6120 ; 6640 9 4780 5440 5750 5430 6160 6610 6070 6890 j 7470 10 5320 6040 1 6380 6030 6850 7340 6750 7650 i 8300 Wt.Per Foot 532 604 I 638 603 685 734 675 765 830 See Note 4 NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities.The footing sizes and pier loads are minimums required for the applicable conditions.The footing shall not be smaller than the pier it supports of 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements: for example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". 6'-0" 8'-0" CERT ' STATE OF ; Pier A Pier B Pier C0 f A':`P'�V���: The average spacing for pier B would be (6 _ 8) /2 = 7 ft., therefore, �� N ll%t� � pier B would be designed for 7 ft. pier spacing. 4. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 10 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 2 PIER LOADING UNDER MAIN I-BEAMS DOUBLE-WIDE HOMES 20-WIDE HOMES 24'WIDE HOMES 26"&28•WIDE HOMES 32•WIDE HOMES Pier Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Per Load Pier Load Pier Load Pier Load Pier Load Pier Load Spacing (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) Under 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF Main Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof I-Beams Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone (Ft.) 4 1810 2060 ( 2170 2100 2390 2560 2360 1 2630 1 2940 2680 3000 1 3320 5 2270 1 2580 2710 2630 1 2980 3190 2950 1 3350 1 3670 3350 3750 j 4150 6 2720 3100 3260 3150 3580 3830 3540 1 4020 1 4410 4020 4500 I 4980 7 3170 3610 3800 3680 4180 4470 4130 4690 5140 4690 5250 1 5810 8 -- 3630-T 4130 4340 4200 4770 5110 4720 5360 5880 5360 1 6000 1 6640 9 4080 1 4640 1 4880 4730 1 5370 5750 5310 6030 I 6610 6030 1 750 7470 10 4540 5160 5420 5250 5970 6380 5900 6700 I 7340 6700 7500 J 8300 wt.Per Foot 454 516 542 525 597 638 590 670 734 670 750 830 See Note 5 NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities.The footing sizes and pier loads are minimums required for the applicable conditions.The footing shall not be smaller than the pier it supports or 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements: for example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0" wST * • tl • * - Pier A Pier B Pier C v`•. S NAL EN�;�••• ,a►sets% The average spacing for pier B would be (6 + 8) /2 = 7 ft., therefore, "+M pier B would be designed for 7 ft. pier spacing. 4. Concentrated loads at marriage line (see Table 3). 5. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 11 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 3 PIER LOADING UNDER CENTERLINE BEAM DOUBLE-WIDE HOMES 20'WIDE HOMES 24'WIDE HOMES 26'&28'WIDE HOMES 32'WIDE HOMES Span Pier load Pier load Pier load Pier load Pier load Pier load Pier load Pier load Pier load Pier load Pier load Pier load Between (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) Columns 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF (FT.) Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof See note 1 Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone 6 900 1200 1500 1080 1440 1800 1260 1680 2100 1350 1800 2250 10 1500 2000 2500 1800 2400 3000 2100 2800 1 3500 2250 3000 1 3750 12 1800 2400 3000 2160 2880 3600 2520 3360 1 4200 2700 3600 4500 14 2100 2800 3500 2520 3360 4320 2940 3920 4900 3150 4200 5250 16 2400 3200 4000 2880 3840 4800 1 3360 4480 5600 3600 4800 6000 18 2700 1 3600 4500 1 3240 4320 5400 3780 5040 6300 4050 5400 6750 20 3000 1 4000 5000 1 3600 4800 6000 1 4200 5600 7000 4500 6000 7500 24 3600 1 4800 6000 1 4320 5760 1 7200 1 5040 6720 8400 5400 7200 9000 NOTES: 1)Where a column is located between two openings,sum the loads for each opening to obtain the required pier load. 2)See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 3)The concentrated load consist of roof load only. 4)Pier locations at the marriage wall are marked with paint or metal indicator straps. 5)Piers used side by side to obtain the required load are permissible. PIER LOADING AND INSTALLATION UNDER SIDEWALL DOORS AND WINDOWS Unit sidewall Typical door or Unit sidewall window opening- Width varies-see table below A 4-7 r icor joists I Floorjoists—� Typical Pier Typ,cai Pier 4x4 block,4"1 nger i than joist spacing. See note 6./ Installed such that it A 4— spans joists on Pier installed when Pier installed when SECTION'A-A either side of door joist is not under joist is under door /� iamb. doorjamb. Iamb. TABLE 3A 48" OPENING 78.5" MAX. OPENING 108" MAX. OPENING 121" MAX. OPENING Pier load Pier load Pier load Pier load Pier load Pier load Pler load Pler load Pier load Pier load Pier load Pier load Nominal (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) (LBS) Unit 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF Width Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof (FT.) Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone 12 500 1 640 790 810 1050 1280 J 1110 1440 1760 1250 1610 1980 14 550 710 870 890 1160 1430 1230 1600 1960 1370 1780 2200 16 600 780 960 980 1270 1570 1340 1750 2260 1500 1960 2420 18 650 840 1040 1050 1380 1700 1450 1890 2340 1620 2120 2620 20 440 570 690 720 920 1130 990 1270 1550 1100 1420 1730 24 500 640 790 810 1050 1280 1110 1440 1760 1250 1610 1980 26 1 520 1 680 830 860 1110 1360 1180 1520 1870 1320 1710 2100 28 540 700 860 880 1140 1400 E1210 1570 1930 1350 1750 2160 32 590 760 940 950 1240 1530 11710 2110 1470 1910 2360 NOTES: 1)Piers are required at all entry doors and window openings greater than four feet 2)Piers are also required at bay windows where sidewall opening is greater than four feet. 3)Piers are not required at door and window openings located along endwalls. 4)Piers are not required at some door and window locations if the floor has been reinforced at the factory. Contact the division that built your home to determine if this is applicable to your home. 5)See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 6)Maximum pier setback is 6". If pier load(from table 3A)is 1240 lbs.or less,and nominal unit width is 12',14',20',24',26'or 28'than setback maybe 10"max. If pier load(from table 3A)is 1930 lbs.or less,and nominal unit width is 16.18'or 32'than setback may be 10"max. 7)For piers between multiple opening,sum the loads for each opening to obtain the 1 guired load. i FOUNDATION AND SUPPORT REQUIREMENTS (Continued) PAVILION DORMER BLOCKING Notes: 1)All units that have a Pavilion dormer require additional perimeter blocking. 2)Install piers under doortwindow openings and at each end of 1 Pavilion wall. Install piers 4'-0"o.c. max between end of pavillion wall and doorlwindow opening. Pier required at 3)See table 3A for required pier capacities under windows or doors. locations marked with an arrow. 4)Piers located at each end of wall and spaced 4'-0"o.c.shall support 1300 lbs. min. 5)For roof loads in excess of 40 PSF,install piers per the "Manufactured Home Installation for Perimeter Blocking" supplement. TABLE 4 FOOTING SIZES FOOTING SIZES IN x IN OR EQUAL AREAS SQ. IN. REQUIRED ALLOWABLE SOIL BEARING VALUE PIER 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF LOAD REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL CAPACITY AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES (POUNDS) (SQ.IN.) (IN.xIN.) (SQ.IN.) (IN.xIN.) (SQ.IN.) (IN.xIN.) (SQ.IN.) (IKAN.) (SQ.IN.) (IMAN.) (SQ.IN.) OKAN.) 1500 216 12x20 144 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2000 288 16x20 192 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2500 360 18x20 240 12x20 180 12x20 144 12x20 144 12x20 144 12x20 3000 432 20x22 288 16x20 216 12x20 144 12x20 144 12x20 144 12x20 3500 504 22x24 336 18x20 252 14x20 168 12x20 144 12x20 144 12x20 4000 576 24x24 384 20x20 288 16x20 192 12x20 144 12x20 144 12x20 4500 648 26x26 432 20x22 324 18x20 216 12x20 162 12x20 144 12x20 5000 720 26x28 480 22x22 360 18x20 240 12x20 180 12x20 144 12x20 5500 792 28x30 528 22x24 396 20x20 264 14x20 198 12x20 144 12x20 6000 864 30x30 576 24x24 432 20x22 288 16x20 216 12x20 144 12x20 6500 936 30x32 624 24x26 468 22x22 312 16x20 234 12x20 156 12x20 7000 1008 32x32 672 26x26 504 22x24 336 18x20 252 1420 168 12x20 7500 1080 32x34 720 26x28 540 24x24 360 18x20 270 1420 180 12x20 8000 1152 3434 768 28x28 576 2424 384 20x20 288 16x20 192 12x20 8500 1224 3436 816 28x30 612 2426 408 20x22 306 16x20 204 12x20 9000 1296 36x36 864 30x30 648 26x26 432 20x22 324 18x20 216 12x20 9500 1368 36x38 912 30x32 684 26x28 456 22x22 342 18x20 228 12x20 10000 1440 38x38 960 30x32 720 26x28 480 22x22 360 18x20 1 240 12x20 TABLE 4A COMMON FOOTING SIZES AND CAPACITIES FOOTING FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING VALUES Pounds SIZE 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF 16"X16" 1780 2665 3555 5335 7110 10665 18"X18" 2250 3375 4500 6750 9000 13500 24"X24" 4000 6000 8000 12000 16000 24000 16"X32" 3555 5335 7110 10665 14220 21335 32"X32" 7110 10665 14220 21335 -- -- 12"Round 785 1180 1570 2355 3140 4712 16"Round 1395 2095 2790 4190 5585 8375 18"Round 1765 2650 3535 5300 7070 10600 24"Round 3140 4710 6280 9425 12565 18850 36"Round 7070 10600 1 14135 21205 1 — — 13 CHAPTER 5 SET-UP PROCEDURES WARNING: WHEN SETTING UP THIS HOME,THE FOLLOWING PRECAUTIONS REGARDING JACKING MUST BE FOLLOWED: Moving Home To Location: Make sure the following items 10. Do not go under the home while it is supported on the are completed before placing the home: jacks, unless safety timbers capable of supporting the • The site is properly prepared. See Chapter 3. home are in place. All concrete work necessary to setting the home is finished. FAILURE TO FOLLOW THESE WARNINGS MAY RESULT IN SERIOUS INJURY OR DEATH. • Utilities are installed or available. Reminders before jacking... • Any trenching,for crossover drain lines or for wheels that 1. Use only jacks in good condition with a minimum rating will be left in place, is complete. of 10 tons. • Items that could be difficult to install after the home is 2. Use a minute man C-Channel jacking plate or equivalent sited (such as anchors and ground moisture retarders) between jack and steel I-beam to distribute the concen- are in their proper locations. trated loads. (See Figure 5-1) CAUTION: THE HOME WEIGHS SEVERAL TONS. USE 3. Use a firm support under the jack base to prevent tipping ADEQUATE TEMPORARY SUPPORT BLOCKING TO or settling of the jack. Skyline recommends a 12" x 12" SAFEGUARD WORKERS. SKYLINE CORP. RECOM- MENDS WOOD BLOCKING. or larger pad. Positioning Home. When not placing the home on a con- 4. Always follow the sequence of jacking outlined below to crete slab or poured-in-place footings, mark the corners of avoid overstressing structural members. the home and lay out footings, and support devices close to where they will be used.Then move the home or first sec- tion into position. Leveling and Blocking — Single-Wide Homes. 1. Before doing any jacking, place support piers for the `I'-BEAM home in the locations under the home as specified in the home installation instructions. ------ ------ C-CHANNEL 8"LONG 2. Use a minimum of two jacks, each with a rating of at 10 TON JACK least ten tons. JACK SUPPORT-LOCATE 3.Jack only on the main chassis I-beam. Locate the jack r ON FIRM SOIL directly under the vertical web of the I-beam.Do not jack - III - III = II 1 = 11 on the seam (joint between flanges) of a twin I-beam. _II = I II =I II I k-J III I= III= I1 11' = III = III = UI = 1i 4. Use a large 3/8 inch thick steel plate, C-channel or other equivalent plate between the main chassis I-beam and FIG. 5-1 the jack head to distribute the load. 5. The jack base, and any blocking must be located on firm ground. 6. Do not operate the jacks while you are under the main I-beams of the home. 7. Use jacks only for raising the home. Do not rely on the jacks to support the home. 8. Place 4" x 6" x 48" min. safety timbers between the I-beams and ground in case of jack failure. Timber should be hardwood. 9. Raise the home in small increments and provide addi- tional blocking between the home and the piers and safety piers as the home is raised. 14 SETUP PROCEDURES (Continued) The jacking procedure is as follows: 1. After the home is located in its final position, you can _2 0- preliminarily level it by using the hitch jack but only after o adequately wheel blocking the home so it does not roll. o 2. Jack up one side of the home by placing one jack just forward of the front spring hanger and the other just behind the rear spring hanger.These two jacks must be operated simultaneously to raise the home.Jack low side of the home first. Install footings and piers; one just I � MAXIMUM PIER forward of the front jack and another just behind the rear SPACING AS � I-BEAM� SELECTED FROM jack (taking care not to exceed the correct spacing �.; TABLE 1 selected from Table 1 or 2). 3. Next,jack the main I-beam at the front and position a pier I TYPICAL within 2'-0"of the end of the I-beam.At the completion of /PIER this step, this side of the home should be approximately f 'i level. 4. Repeat Steps 2 and 3 for the other side of the home.At the completion of this step, the home should be roughly _= 10-o" level from front to rear and from side to side. i '- MAX. 5. Place the remaining pier supports under the main l' "3 7—2'-0- I-beam on each side taking care to maintain a maximum FIG. 5-2 distance of no more than the spacing determined from Tables 1 or 2 with piers located with 2'-0"of each end of each I-beam. (See Fig. 5-2) 6. Level the home within reasonable tolerances, using a 6 foot carpenter's level, water level, or similar equipment. The final height adjustment is obtained by jacking the I-beam and placing hardwood shims between the piers and I-beam, or other approved methods such as adjustable piers. THIS LEVELING PROCESS IS IMPORTANT FOR APPEARANCE AND IS ESSENTIAL FOR THE PROPER OPERATION OF DOORS, WIN- DOWS, AND THE DRAINAGE SYSTEM. 7. Place additional supports at each side of sidewall door and window openings over 4'0"wide. (See Table 3A) 8. Within 90 days after initial set-up, the home should be releveled, if necessary, to compensate for any pier set- tlement. Follow the procedure in Item 6 above. NOTE: DURING THE LEVELING OR RELEVELING PROCESS, LOOSEN FRAME TIES AND OVER-THE- ROOFTIES (IF PROVIDED) PRIOR TO JACKING HOME. 15 SET-UP PROCEDURES (Continued) LEVELING AND BLOCKING, DOUBLE-WIDE HOMES With the exception of the requirement for support under and(3)special requirements for local jurisdictions.It may be the marriage wall of double-wide units, leveling and blocking desirable to construct the footings and piers (to grade procedures are the same as for single-wide units.The site height) prior to moving the home to its final location. Pre- must be prepared as previously described. Special consid- construction of the footings and piers to grade may be ac- eration must be given to the footings and pier construction complished by referring to the pier location diagram, Figure required by (1) local soil conditions, (2) depth of frost line 5-4, making special note of the additional piers required at centerline beam supports. If there are questions regarding Pier at centerline within 1'of front pier locations, please contact the division for aid. Piers lo- and rear wall.This pier required only if there is a column located at cated at the centerline, may carry much higher loads than the front or rear wall. other pier locations. (See Table 3) PROPER BLOCKING OF THE CENTERLINE BEAM IS VITAL TO THE PERFORMANCE OF A DOUBLE-WIDE r� i LIB r-0 Max. HOME. �J `It' I 1 I I I ( FIGS-4 I I 1 ` r- r J L J varies' I I / CO U) I I Piers required at = all interior column !^ I I-BEAM I locations,per Z1 1 I Table 3.(See detail) Lu l r J Q 1 I 1 z O I RIM JOIST z i 1 AT MARRIAGE LINE .r, Max.Pr I l spacing as WHERE AVAILABLE PIERS I I I I selected DO NOT HAVE THE CAPACITY from Table 2 REQUIRED BY TABLE 3 FOR CONCENTRATED LOADS -2 OR MORE PIERS MAY BE USED. Irr�� r� r-1- `T FOOTINGS AND PIERS SHOWN THE SUM OF PIER CAPACITIES . J l J LJ 1 I FOR ILLUSTRATIVE PURPOSES AT EACH SUPPORT POINT SHALL ONLY—ANY APPROVED SYSTEM BE AT LEAST EQUAL TO THE LOADS MAY BE USED. SPECIFIED IN TABLE 3 UPLIFTED CONNECTOR I — MARRIAGE WALL Dimensions vary.If pre construction of tooting CAPACITY IS 12420 EACH UPLIFT CONNECTOR CAPACITY is desired.contact the Skyline division who TO BE RESISTED BY IS 311U EACH TO BE RESISTED manufactured the unit for ap licable dimensions. ANCHORING BY ANCHORING EQUIPMENT. EQUIPMENT _ STANDARD HURRICANE STRAP CAPACITY IS 3150I CABLE 5 THIMBLE SYSTEM \� III PER STRAP ,♦ [_� �� SHOW!!�GR:LWSTRATION ` 4` ♦ ONL°—ANV �fJ _ _ ♦.�(` •'..I.1gT �j APPROVED VIE --CO '� __ RIM JOIST • (,l' •_(�}l33`` s _ _ MAY BE USED • � lo VT CABLE THIh!BLE ---- - -- • l r T • INSERTED iIN -�_1/q•OAgIE CCNNEC70R HOLE 1` CLAMPS i I • �� GALVANIZED S-EEL- SLOT IN STRAP IS FOR INSTALLAT:C 4 CF STANDARD HURRICANE STRAP r CABLE7.ST D!A ::�;)GR S TO BE CONNECTED . ATE Q� 14-DIA-7,17, STANDA90 HURRICANE STRAP DESCRD DIRECTLY TO APPROVED •/ Z. ;K Centerline Support pier T=9SION CABLE?E9 ON PAGE 21 CONNECT T:E-DOWN STRAP ANCHOR,STRAP IS ATTACK°D A�• v♦• OC'N.'1`:S-H::C`0'iS OIRECTLYTOUP-LIFTCONNECTORAS SH TO IN FACTORS.CWN - /.� location indicator- . ......� ,�, Metal strap or centerline BY FIG 5-12.(SPLICE DEVICE NOT RECU3, NAIL '�,��� joist marked with paint TYPICAL MARRIAGE WALL STRAPS to 71332• beneath home or paper FIG. 5-3 &.So 4)8 tag indicating pier location. FIG. 5-5 16 i SETUP PROCEDURES (Continued) FIG. 5-6 USE OF WATER LEVEL VALVE WATER LINE CONTAINER Tube SUPPORT DEVICE MATERIAL TO MAKE LEVEL • Five Gallon Pail with Lid • Plastic Tubing— 1 oo feet x 3/8"or 1/2" • Cork— 1-1/2" • Male Barbed Fitting—3/8" x 3/4" • Steet Washer—7/8" • Nut—3/4 • Female Barbed Fitting—3/8" x 1/2" • Male Valve— 1/2" • Pipe Sealant • Cake Coloring—8 oz. "HOW TO USE A WATER LEVEL" PLACE AT ANY POINT AROUND HOME Unroll Tubing: Position level where it is to be used.Take care not to have kinks in it, step on it or lay anything on it. Check for Air Bubbles:To remove any; lower valve below bottom of container and open.Close valve when they are out. Container Location: Located so valve can reach all areas of home. Build up container so water line in valve end of tubing is at the predetermined height support devices will be set. Leveling of Support Device: Secure valve above determined height and open. Adjust device as needed. Close valve and move to next support device. NOTE: Level all support devices before lowering home. 17 SETUP PROCEDURES (Continued) DOUBLE-WIDE INTERCONNECTION The procedure for connecting the homes is as follows. 5. With the home aligned at the floor and supported by its foundation, join the floors using 3/8" x 2-1/2" (Use 4-1Z 1. Remove the temporary closure materials (polyethylene lags with double perimeter joist) lag screws 2 to 3 feet on and batten strips) and position the halves as close to- center.The centerline gap at the floor should be a maxi- remove as possible in the final desired location. Do not mum of 3/16"Use the procedures outlined on page 16 to remove temporary beam supports until step 7 has been level the home and check supports and footings with tables completed. 2 and 3. 2. Move the first section of home into its desired position. 6. To obtain access into the ceiling cavity to bolt or after- Block and level it in the same manner as described for a nately lag screw the ridge beam sections together, fold single section home. Skyline Corp. recommends, if pos- back the underlayment paper and remove the 12"wide sible, the heavy half be blocked and leveled first as it is sheathing panel(s) at the peak. Note that the shingles easier to lift and roll the light half and fit into place. may not have been installed on one or both halves,at the 3. Install sill sealer insulating material(provided)around the 12" wide area at the peak. If one side is shingled, it is ceiling (to the ridge beam at the ceiling panel line), end- intended that the beams be lag screwed together. If nei- walls and floor mating line.Fasten sill sealer with staples ther side is shingled, the beam may be lag screwed or or nails. See Figure 5-8A. bolted together. Bolts to be 3/8" x 4-1/2" at 48"o.c.with 4. Slide the two halves together with rolling and jacking 3 additional bolts at 3" o.c. over interior beam supports. equipment. Care must be taken during rolling and jack- Lag screws to be 3/8" x 4-1/2" at 24" o.c. with 6 addi- ing operations to avoid overstressing structural mem- tional lag screws at 3"o.c.over interior beam supports.(If bers.With the halves together at the floor, align the floors marriage walls and ridge beam halves have been plated at the ends of the home. It is better to have a minor mis- with 3/8" sheathing, then the bolts/lags must be in- alignment under the siding where it cannot be seen and creased in length by 3/4" to 5-1/4".) Predrill 1/4" pilot will not cause a problem, than a small misalignment that holes for the lag screws at 1-1/2" down from the top of will be observed in the interior of the home. the beam and with a maximum offset from the horizontal of 45 degrees. See Fig.5-7. NOTE: (1) WHEN BEAM SUPPORT CONSISTS OF A COLUMN INSTEAD OF CLBEARING WALL USE 3 BOLTS AT 3"O.C. EACH SIDE OF COLUMN (2) BEAM MARKED WITH PAINT AT COLUMN LOCATIONS 30 3- 30 3„ 2' 46*' 4T 48' 48" i-'ti 4e' 48" I I/2 . ROOF RIDGE BEAM ENDWALL HALL BEARING WALL FIG. 5-7 7. Prior to interconnecting the ridge beam halves, examine piers are required each side of exterior doors and side- the ridge beam ends. Should there be a slight misalign- wall openings greater than 4' in width. See Table 3A for ment, it can be eliminated by placing a jack under the these pier load requirements. low side of main beam on one half and use the jack to g. If home has double mating walls, then fasten the mating raise the beam.The alignment can be held by properly wall columns together with #8x4" screws 16" o.c. See bolting or lag screwing the beam halves together. See Figure 5-7A. Fig.5-8. 8. Place additional pier supports at the centerline at the -BX4-WOOD SCREWS 4 interior column locations marked on the floor with indica- EITHER FAS,NiNG LOCA7,0114 z` IS ACCEPTABLE'IF POST IS CONS T a0CTE0 for straps or paint (see Figure 5-3 and 5-4 and Table 3). a°"2 4.S OR 2=6 S USE TOE-SCRESY �1-1, 2' PENETPdTiON PEOUIREO 1 Skyline Corp. provides pier location diagrams for all multi-wide models.These diagrams show the required lo- MATING LINE cations of piers and are very useful in determining pier INTERIOR SUPPORT POST placement prior to taking receipt of home. Additional CONFIGURATIONS(TYP.) FIG. 5-7A 18 SET-UP PROCEDURES (Continued) DOUBLE-WIDE INTERCONNECTION (continued) NOTE: IT IS IMPORTANT TO HAVE ROOF/CEILING Pad on ceiling section SECTIONS FLUSH AT MATING LINE PRIOR TO to be raised. FASTENING OF RIDGE BEAM HALVES. IF THEY ARE NOT FLUSH,THEN THE LOW SIDE SHOULD BE RAISED BY JACKING WITH A WOOD POST OR STEEL PIPE WITH A WOOD OR METAL PAD AT THE CEILING. PLACE THE BASE OF THE JACK ACROSS THE FLOOR MATING LINE SO THAT IS RESTS ON BOTH HALVES. JACK AGAINST CEILING ONLY IN AREAS WHERE THERE IS NO MARRIAGE WALL. Base over both floors at mating line. FIG. 5-8 Ridge beam 11 H 11 Install sill sealer(provided) endwalls,Floor mating line and ridge beam bottom flange. Mating line rim joist FIG. 5-8A ATTACHMENT OF GYPSUM PANELS AT DOUBLE-WIDE CENTERLINE Some multiple-wide units will have a gypsum panel left off at the centerline for field attachment. Fasten the factory supplied gypsum wallboard panel(s) at the center of the endwalls after the units have been attached. Fasten the panel(s)to the wall framing as described in figure 5-8B below. Centerline of Unit. Blocking if required,will I Gypsum Wallboard be factory provided. I Panels I Fasten 5/16"gypsum panels to framing with 3/16'X1"staples or W for field installed Center gypsum panel Is field installed. All 1"washer head screws 6"o c around perimeter&12"o c in I gyp. Panel. _ required gypsum panels,fasteners and the field Fasten 1/2"gypsum w/1-518"x 0 099"gypsum nails adhesives are supplied by the factory. 8"o c or 1-1/4"type'W drywall screws 12"o.c If gypsum is overlaying 3 6mm lauan,then increase fastener lengths 1/4" Gypsum may be glued to framing(optional)in combination with INTERIOR VIEW w/mechanical fastening above Use an approved glue FIG. 5-8B 19 i SETUP PROCEDURES (Continued) MANUFACTURED HOME TIE-DOWN INSTRUCTIONS The support system must also resist lifting, sliding, and 4. The Strap Tension should be rechecked at frequent in- overturning forces resulting from side winds.A method used tervals until all pier settlement has stopped. is to install ground anchors and tie-down straps in addition CAUTION. DURING THE RELEVELING PROCESS, DO to the piers.Tie-downs as described are the minimum nec- NOT JACK THE HOME AGAINST TIGHT STRAPS. essary if the home is to withstand its design loads without dislocation. On multi-section homes, sections must be fas- tened together and level before tie-down straps are installed. WARNING BEFORE GROUND ANCHOR INSTALLATION, DETER- MINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRICAL CABLES, WATER LINES OR SEWER PIPING. FAILURE TO DETERMINE THE LOCATION OF UNDERGROUND ELECTRICAL CABLES MAY RESULT IN SERIOUS INJURY AND EVEN DEATH. NOTE: IN THE FRAME TIE-DOWN SYSTEM,IT IS IMPOR- TANT TO USE MATERIALS OF PROPER DESIGN AND OF ADEQUATE QUALITY. THE MATERIAL SPECIFICA- TIONS CONTAINED HEREIN SHOULD BE CONSIDERED AS MINIMUM REQUIREMENTS. Materials not furnished with the home which will be nec- essary to complete the tie-down system must meet the re- quirements set forth below. Such materials would include: 1. Cable or steel strap with a breaking strength of at least 4,725 pounds e.g. galvanized aircraft cable at least 1/4" diameter orType 1, Finish B, Grade 1 steel strapping 1-1/4" wide and 0.035"thick, conforming with ASTM D3953-91. 2. Galvanized connection devices such as turnbuckles, eyebolts, strap buckles, and cable clamps should be rated at 3,150 working load minimum. 3. Ground anchors — capable of withstanding at least a 4725 pound pull. Anchors must be installed as specified by the anchor manufacturer. Stabilizers or concrete col- lars may be required by anchor manufacturer. THE HOME MUST BE IN ITS FINAL LEVEL POSITION PRIOR TO TYING IT DOWN The procedure for tying down the manufactured home is as follows: 1. Position and install the ground anchors under exterior walls so that the final strap angle and height (H) will be within the limits shown in tables 5 thru 6C. 2. Connect the straps to the frame and ground anchors (See Figs. 5-9 and 5-10). 3. Tighten the straps using the tensioning device provided with the ground anchors. Use caution to avoid overten- sioning the straps which might pull the home off the piers. It is recommended that all straps be tightened only enough to remove slack.Then,after all straps are installed and the slack removed, tension the straps. 20 I SET-UP PROCEDURES (Continued) MANUFACTURED HOME TIE-DOWN INSTRUCTIONS (Continued) OPTIONAL OVER THE ROOF STRAP PROCEDURE Materials not furnished with the home which will be nec- If over-the-roof straps are provided(optional on all homes) essary to properly connect the over-the-roof straps are: the may be connected to ground anchors as specified in the 1. Ground anchors capable of withstanding at least 4,750 following procedure in order to achieve additional stability in pound pull when installed in the soil at the site. extreme winds. Note that the frame tie-down procedure on 2. Strap end connection devices (See Fig.5-10). page 20 is still mandatory. THE HOME MUST BE IN ITS FINAL LEVEL POSITION STEP 1 WITH FRAME TIES INSTALLED BEFORE CONNECTING THE OVER-THE-ROOF STRAPS. ShIAP BUCKLE The procedure for over-the-roof strap installation is as NOT PROVIDED follows: PULL TIGHT 1. Position and install the ground anchors so that the strap DOWN TO ANC H will be vertical after attachment to the anchor.The anchor �,�.•„�,�� may be installed slightly beneath the home to avoid in- ,,��► EY T. LF ., terference with skirting (See Fig.5-11). •` FP '� 2. Insert the minuteman connector yoke through the eye in °��;•Qa$ 9• +�d10 the anchor and insert slotted bolt through the yoke. 3. Place end of strap through slotted bolt and remove slack .i by turning bolt. DO NOT TENSION UNTIL BOTH ENDS q� S OF STRAP ARE CONNECTED. •• OrAN�. : �°: 4. Tension and lock minuteman connector in position;con- • �•° sult instructions furnished with connectors. STEP 2 IpNAL�NG,o' 5. Check strap tension (See step 4 under frame tie-down ���An AUlit �, ,,o�g procedure). Strap to frame tie-down procedure 6. For double-wide homes see Fig. 5-12 for the splice con- Note:Beam attachment device may be run to top or FIG. 5-9 bottom of I-Beam if device is approved in that manner. neCtlOn at the Centerline. I MINN —� . MINUTEMAN STRAP DEVICE OR OPTIONAL UNDER-SKIN STEEL STRAP EQUIVALENT (FACTORY INSTALLED) STRAPS TO BE APPROVED INSTALLED ANCHOR •'r VERTICALLY FIG. 5-10 ANCHOR FIG. 5-11 ANCHOR 1. Insert end of the strap through the slot on the splice device, allowing 15" of strap to extend DOLIBLEWIDE OPTIONAL through the device. OVER-THE-ROOF STRAPS 2. Make a 180 degree bend In the strap and slide a STEP 1 strap seal over the double thickness of strap,posi- tioning the strap seal as close to the splice device as possible.Compress the strap seal on the strap ;TRAP SEAL with a pair of vise grip pliers or hammer,or crimp strap seal with an A-B Chance crimping tool.(Make all bends in the strap as sharp as possible by s ucE`E'rcE STEP z crimping with vise grip or larger pliers). 3. Bend strap back over the seal and insert back through the slot on the splice device.Flatten bend 0 with vise grip pliers of hammer. 4. Repeat steps 1 through 3 with the mating strap. STEP 3 Draw the completed assembly down to the ridge FIG. 5-12 Q beam by tensioning the strap in the ground anchor. 21 i ., I TABLE 5 STRAP ANGLE TABLE FOR STANDARD HEIGHT PIERS SINGLE-WIDES WIND ZONE I WIND ZONE 1 ANCHORS/STRAPS 12'O.C. ANCHORS/STRAPS 14' O.C. MIN STRAP ANGLE 18 DEGREES 22 DEGREES MAX. STRAP ANGLE 47 DEGREES 37 DEGREES DOUBLE-WIDES ANCHORS/STRAPS 12'O.C. ANCHORS/STRAPS 14' O.C. MIN STRAP ANGLE 8 Degrees, 10.5 Degrees for 32'Wides 8 Degrees, 12.5 Degrees for 32'Wides MAX. STRAP ANGLE 43 Degrees,54.5 Degrees for 32'Wides 33 Degrees,47 Degrees for 32'Wides DOUBLE-WIDES WITH 5/12 ROOF PITCH ANCHORS/STRAPS 8'O.C. NA TRAP ANGLE 5.4 Degrees, 3.4 Degrees for 32'Wides - eee��t�¢�, ....,MAi&j 12rojRAP ANGLE 42.5 Degrees,41.5 Degrees for 32'Wides - o,4 o • 31 : *I®IN./MAX. PIER HEIGHTS FOR STANDARD HEIGHT PIERS A OF SINGLE-WIDES WIND ZONE I WA •.<ie� WIND ZONE I eee ANCHORS/STRAPS 12'O.C. ANCHORS/STRAPS 14' O.C. 423 - 1 ft1`-'BEAM H MIN (in) in 712.5 8� 92.5 13.5 12 9Z.5 WIDES H MAX(in) 36 32 23 25 34 16 14 ft H MIN (in) 14 12 12 17 13 12 WIDES H MAX(in) 48 44 35 34 31 25 16 ft H MIN (in) 16 13 12 19 15 12 WIDES H MAX in 60 56 47 42 40 33 18 ft H MIN in - - 12 - - - WIDES H MAX in - - 58 - - - DOUBLE-WIDES ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14' O.C. MAIN I-BEAM SPACING in 75.5 82 99.5 75.5 82 99.5 20 ft H MIN (in) 12 - - 12 - - WIDES H MAX in 23 - - 14 - - 24 ft H MIN in 12 12 12 12 12 12 WIDES H MAX(in) 36 32 23 22 19 14 26 ft H MIN in 12 12 12 12 12 12 WIDES H MAX in 42 39 30 25 23 18 28 ft H MIN in 12 12 12 12 12 12 WIDES H MAX(in) 48 45 35 29 27 21 32 ft H MIN in - - 12 - - 12 WIDES H MAX in - - 56 43 For doublewrdes with 8'ceding height and Wind Zone I,subtract 5"from max pier height and 5 degrees Ircm max strap angle tvot applicable to 5/12 roef models DOUBLE-WIDES WITH 5/12 ROOF PITCH ANCHORS/STRAPS 8' O.C. NA MAIN I-BEAM SPACING (in) 75.5 82 99.5 75.5 82 99.5 28 ft H MIN (in) - - 12 - - - WIDES H MAX(in) - 27.5 - - - 32 ft H MIN in - 12 - - - WIDES H MAX(in) - 35.5 - - - See Table 5&5A for spacing 6"typ. Buckle-See Fiiq 59 trap-See � page 20 for —i PFraZme specs. I-Beam Mai4H A Strap gle A Strap Anchor Anchor rated and installed per ANCHOR TIE DOWN DETAIL FIG. 5-13 22 Anchor manufacturer's instructions SECTION A,A TABLE 5A STRAP ANGLE TABLE FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES WIND ZONE I WIND ZONE ANCHORS/STRAPS 8'O.C. AN 6'O.C. MIN STRAP ANGLE 18 DEGREES - MAX.STRAP ANGLE 63 DEGREES - DOUBLE-WIDES ANCHORS/STRAPS 8'O.C. ANCHORS TRAPS 6'O.C. MIN STRAP ANGLE 6 Degrees,7 Degrees for 32'Wides 4 Degrees,5.5 Degrees for 32'Wides �" . STRAP ANGLE 63 Degrees,67 Degrees for 32'Wides 70 Degrees,73 Degrees for 32'Wides r O - _ y r 12 • u "s TEOF IIf:/MAX. PIER HEIGHTS FOR HIGHER THAN STANDARD PIERS a� �A aNP•'��,�`�,e SINGLE-WIDES WIND ZONE �0. WIND ZONE I 3 ANCHORS/STRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. . MAIN I-BEAM SPACING in 75.5 82 99.5 75.5 82 99.5 12 ft H MIN (in) 12 12 12 - - - WIDES H MAX in 66 59 42 - 14 ft H MIN (in) 14 13 12 - - WIDES H MAX in 72 72 64 - - 16 ft H MIN in 18 17 14 - WIDES H MAX in 72 72 72 - - 18 ft HH MIN in - - 18 - - WIDES MAX in - 72 - - DOUBLE-WIDES ANCHORS/STRAPS 8'O.C. ANCHORS/STRAPS 6'O.C. MAIN I-BEAM SPACING ChL 75.5 82 99.5 75.5 82 99.5 20 ft H MIN in 12 - - 12 - - WIDES H MAX(in) 42 - - 60 - - 24 ft H MIN (in) 12 12 12 12 12 12 WIDES H MAX(in) 67 60 43 72 72 60 26 ft H MIN (in) 12 12 12 12 12 12 WIDES H MAX in 72 72 55 72 72 72 28 ft H MIN in 12 12 12 12 12 12 WIDES H MAX in 72 72 65 72 72 72 32 ft H MIN to - - 12 - - 12 WIDES H MAX(in) - - 72 - 72 See Table 5&5A for spacing 6"typ. Buckle-See Fig.5-9 Strap-page 20 fee s i- t— specs. 1 41"mnMain Frame H A Strap Angle 10 --------A Strap Anctw Anchor rated and installed per ANCHOR TIE DOWN DETAIL FIG. 5-14 Anchor manufacturer's instructions SECTION A,A 23 TIE-DOWN DETAILS FOR EXTRA TALL PIERS (UP TO 8811) WIND ZONE I ONLY TABLE513 Straps and 99.5" anchors to be installed 6'-0" PAY o.c.maximum. EA ...... 1 31 ...... ............. r 1 OF Alir'Al 1-1?llr TYPICAL SINGLEWIDE A- Straps and anchors to be installed 12'-0" 99.5",except 24'wides O.C.maximum. may be 99.5",82"or 8'-0" O.C. 75.5" I maximum for units with 6/12 roof pitch. ...... .... .... ...... ..... .... ...... ...... .... TYPICAL DOLIBLEWIDE NOMINAL UNIT WIDTH Singlewides Doublewides Doublewides with 5112 Roof Pitch 14' 16, 240 28' 32' —28' 32' Strap Angle, A 1 15.7 10 7.5 12 � Min. 8 8 9.1 .I 32.2 34.6 (degrees) Max 1 69.9 63.9 39.9 34.6 32.2-1— Pier Height, H_7---Min. —]L 12 12 18 28 40 23 19 (inches) Max- 88 88 88 88 88 88 88 F— Notes: 1) Straps and anchors to be rated for 3150 lbs. of working stress min. 2)See page 20 for strap material specification, connection to I-Beam and all other setup information. 3)See page 9 for required pier construction. 9A STANDARD TIE DOWN DETAILS TABLE 6 •�o�penarq Ado � W X • • - N� = 3 * E NSTALL STRAP 6 ANCHORS SEE NOT ALTE�p P`G ° is F r 6'-8' ® ZONE 11 •OF 5'4' aZONE il l DIqN,. � smAP ANGLE STRAP ANGLE 4'-0• ® zoNE r 5 la �•� NAL .•° / FOR SHED ROOF •,0882185sasso r SINGLEWIDES G•�•� ANCHOR TO BE RATED FOR 36841 OF WORKING STRESS, TOTAL FOR BOTH STRAPS SEE TABLE FOR ELEVATION It (INSTALLED PER ANCHOR MANUFACTURES INSTRUCTIONS SEE NOTE 3) STRAP ANGLE LIMITATIONS x SINGLE WIDE x 3 SEE NOTE ji �� T-H rT-H rT1 rT >• cd STRAP ANGFE STRAP ANGLE/ ANCHOR 10 BE RATED FOR 3684E DF WORKING STRESS, TOTAL FOR BOTH STRAPS. (INSTALLED PER ANCHOR MANUFACTURES INSTRUCTIONS SEE NOTE 3) DOUBLE WIDE * USE 24' WIDE RESULTS FOR 12' HALF OF 22' WOE DOUBLE HIDES. WIND ZONE II WIND ZONE III WIDTH MIN. i MAX. YIN. i MAX. YIN. i MAX. YNL i MAX ELEVATION DIAGONAL STRAP ANGLE ELEVATION DLAGDNAL STRAP ANGLE 12' 14` TO 25' 25' TO 40' 14' TO 26• 25' TO 41' 14' 12' TO 2T 20.5' TO 40' 12' TO 28' 20.5' TO 41' 12' SHED ROOF 25.2' TO 34.6' 41' TO 50' 25.2' TO 34.6' 41' TO 50' 14' SHED ROOF Z3.4 TO 38.4 36'TO 50' 23.4 TO 38.4 36' TO 50' 16' 16' TO 36• 20.5'TO 40' 15.5' TO 38• 19.5' TO 41' 18' 10• TO 44' 20.5'TO 40' 19' TO 4T 19.5' TO 41' 20' OR 22' • 12• TO 15' 34'TO 40' 12; TO 16' 34' TO 42' 4' 1 12' TO 24.5'TO 40' 12' TO .5' 24.5'TO 41' 8' 1 12' TO 3.5• 23' TO 40' 1 ' TO 55 23' TO 42' 32' 1 12' TO 33" 16 6' TO 39.3' 12' TO 36" 16.6' TO 41.8' NOTES 1.) FOR STRAP MATERIAL SPECIFICATION, CONNECTION TO FRAME I-BEAM k OTHER SETUP INFORMATION, REFER TO SKYLINE INSTALLATION MANUAL 2.) FOR ANCHORING SYSTEMS, THE INSTRUCTIONS SHALL INDICATE : A) THE MINIMUM ANCHOR CAPACITY REWIRED: 8) ANCHORS SHOULD BE CERTIFIED BY PROFESSONAL ENCLNC_E:� ARCHITECT, OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE, BASED ON H MAXIMUM ANGLE OF DIAGONAL TIE AND/OR VfRIICAL TIE LOADING AND ANGLE OF ANCHOR INSTALLATION,AND TYPE OF SOL N WHICH THE ANCHOR IS TO BE INSTALLED; C) GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 11 INCHES ABOVE THE WATER TABLE; D) GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FLAT DEPTH, AND STABWZER PLATES SHOULD BE NSTALLED TO PROVIDE ADDED RESSTANCE TO OVERIURNING OR SLIDING FORCES; E) ANCHORING EOUPMENT SHOULD BE CERTIFIED BY A PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECFFIED FORCES N ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECfICATTON FOR STRAPPING, FLAT STEEL AND SEALS. 3) ANCHORS RATED 0 3150#OF WORYONC STRESS TOTAL FOR BOTH STRAPS. MAY BE USED IF STRAP k ANCHOR SPACING IS REDUCED TO 5'-8' 0'MIND ZONE II AND 4'-6' 0 WIND ZONE IL STRAPS AND ANCHORS MAY BE INSTALLED 4'-0' O.C. ON 90 ROOF SNGLENIDES WITH ANCHORS RATED 0 3150J. 4.) THE A-B CHANCE STRAP SELL DEVICE DEPICTED BY FIG. 5-12 WAY BE USED AS DIRECTED FOR ATTACHING THE REQUIRED DOUBLEWDE CENTERLINE STRAPS 10 GROUINO MCHORS 5.) STANDARD TIEDOWN DETAILS ARE NOT APPLICABLE TO 5/12 ROOF PITCH DOLIBLEWIDES 0 WIND ZONE II k II. SKYLINE CORP. 25 .1 I TIE DOWN DETAILS FOR 5/12 ROOF PITCH DOUBLE WIDES AT WIND ZONE 11 & III TABLE Straps and Anchors to be spaced Optional Strap Standard Strap 6'-0"O.C. max. Sidewall @ straps are A2 k=tion locabon Zone 11 factory Al & installed. 5'-4"o.c. max.@ Zone Ill. H1 H2 ...... Ground anchor WIND ZONE H (100 mph) (typical). Unit Width H(max.) H(min-) Angle max.) Angle (min.) 24' 48" 12" 23.2 degrees 6.12 degrees 26' 48" 12" 20.3 degrees 6.12 degrees T. 28' 48" 12" 20.3 degrees 5.28 degrees 32' 48" 12" 18.96 degTees 4.91 degrees WIND ZONE Ill (I 10 mph) OF Unit Width H(max.) H(min.) max.) D) An (min.) ... .... 24' 30" 12" 15.0 degrees 6.12 degrees '7e i L, L — 11; --- :3a 23514 26' 301, 17, 13.85 degrees 6.12 degrees 28' 32" 12" 13.85 degrees 5.28 degrees 32 32" 12" 12.9 degrees 4.91 degrees NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) Use H1 and Al for standard strap location. Use H2 and A2 for optional strap location. 3) See page 20 for strap material specification, connection to I-Beam and other setup information. 4) The A-13 chance strap seal device depicted by Fig. 5-12 may be used as directed for attaching the required doublewide centerline straps to ground anchors. 26 i TIE-DOWN DETAILS FOR UNITS WITH 102" SIDEWALLS WIND ZONE I & 11 ONLY TABLE613 i T ; Factory installed sidewall strap. Tiedown Strap % Not required at location Wind Zone I. A OF H ...... ..... IF ..... ..... TYPICAL DOUBLIEWIDE Straps and Anchors to Ground anchor be spaced (typical). 12'-0"o.c. max. at Wind Zone I. Factory installed 8'-0"o.c. max. on sidewall strap. Tiedown Strap 5/12 roof pitch units Not required at location Wind Zone I. @ Wind Zone I. 5'-4" o.c. max. @ A Wind Zone Ill. H ... Ground anchor ♦ 4 (typical). TYPICAL SINGLIEWIDE WIND ZONE I Unit Width H(max.) H(min.) Angle(max.) Angle (min.) 14'sin glewide 32" 12" 45.0 degrees 19.0 degrees 16'sin glewide 44.5" 14" 46.0 degrees 18.0 deqrees 28'doublewide 36" 12" 50.0 degrees 7.0 degrees 32'doublewide 49.5" 12" 51.0 degrees 10.0 degrees 28'doublewide 25.25' 12" 40.0 degrees 6.5 degrees with 5/12 roof pitch I I WIND ZONE H Unit Width H(max.) H(min.) Angle(max.) Angle(min.) 14' sin glewide 28" 13" 41.0 degrees 22.0 degrees 16' sin glewide 37" 17.5" 40.5 degrees 22.0 degrees 28'doublewide 25" 12" 41.5 degrees 23.0 degrees 32'doublewide 35" 12" 41.0 degrees 16.6 de rees NOTES: 1) Straps and anchors to be rated for 3150 lbs. of working stress (min.). 2) See page 20 for strap material specification, connection to I-Beam and other setup information. 3) Main I-Beam spacing to be 99.5" min. on all units. 4) Not available on 5/12 roof pitch units at Wind Zone 11. 27 I L��w TYPICAL SINGLEWDE ---1------------ LI-BEAM -------------�-- TAG UNIT Z TYPICAL DOUBLEWADE TYPICAL DQUIBLEMDE W/TAG GROUND ANCHCR� LWa1lIDNAL TIEDOWNS - MAX MUONTAL ANGLE ------ (SEE TAME) I BEAM FRONT OR REAR CROSS YL]®ER � ---------- T.=------------ TOP VIEW TYPICAL TRIPLEWIDE ENO OF HOME AN I-BEAM SH=R-TYPE EYE BOLT, NUT t WASHER NOT PROVIDED MAIN 1-BEM `��T�� 0 I CROSS MEMBER LONGT"AL TIEDORNS T— I STRAP—/ YAX VERTIGL GROUND ANCHOR (SEE iABtE I �_ F--GLOUND LEVEL CABLE-FRAME TIEDOWN CONNECTION VERIICAL ANGLE IS MEAAIRED FROM STRAP TO LEVEL HORIZONTAL PLANE 0 ANCHOR. SIDE VIEW 2 TIE-DOWN STRAPS @ FRONT 3 REAR OF EACH FLOOR. WIND ZONE II NOMINAL LIMIT WIDTH(Ind SNGLEWIDES DOUBLEWMES DOUBLEWDES W/5/12 ROOF PITCH ANGLES(DEGREES) 12 14 1 16" 1 18' 1 24'D16 48 37 24 16 28" 1 32' TRIPLEWDES I TAG UNTS WAX. VERTICAL ANGLE 46 75 I8 NA 42 31 32 13 35 18 19 NA 23 42 MAX.HORIZONTAL ANGLE 20 10 20 NA 20 10 2D 20 20 201 20 NA 20 120 2 TIE-DOWN STRAPS @ FRONT 6 REAR OF EACH FLOOR. WIND ZONE MI NOMINAL DIRT WIDTH dwd SINGLEWIDES DOIIBLEWWES DOUBLEWDES W/5/12 ROOF PITCH ANGLES(DEGREES) 12' 14' 1 16' 18' 1 24', 1 26" 1 28' 1 32 24 26 r 28" 32' TRIPLEWIDES TAG UNITB WAX. VERTICAL ANGLE 32 1 NA I NA NA 1 27 1 17 1 NA I NA 11 i NA I NA I NA NA 27 MAX.HOFIZONIAL ANGLE 20 1 20 1 NA I NA 1 20 1 20 1 20 1 NA 20 NA I NA I NA NA 45 4 TIE-DOWN STRAPS @ FRONT S REAR OF EACH FLOOR. WIND ZONE M NOMINAL UNIT WIDTH(aMd SNGLEWIDES DOUB"DES DOLIBLEWDES W/5/12 ROOF PITCH ANGLES(DEGREES) 12 14 16 18 24 26 28 327 24' 26 28 32 TRWLEWDES I TAG UNITS MAX.VERTICAL ANGTt 62 57 St 45 61 58 56 50 57 54 51 43 52 NA MAX. HORIZONTAL ANGLE 45 451 45 45 1 45 1 45 1 45 45 45 1 45 1 45 1 45 45 1 NA 4 TIE-DOWN STRAPS @ FRONT 6 REAR OF EACH FLOOR. WIND ZONE MI NOMINAL MINT WIDTH IIMd SNGLEWIDES DOUBLEWWES DOUBLEWDES W/5/12 ROOF PITCH ANGLES(DEGREES) 12` 14' 16" 19' 24' 26' 28' 32' 24' 16' 28 32 TRtPLEWDES TAG LINTS MAX. VERMAL ANGLE 56 49 1 41 1 31 54 1 51 1 47 39 1 49 1 45 41 28 42 1 NA MAX.HOMZDKAL ANGLE 45 45 1 45 1 45 45 1 45 1 45 45 1 45 1 45 45 45 45 1 NA TABLE 6C NOTES: 1) LONGITUDINAL TIEDOWNS ARE IN ADDITION TO DIAGONAL TIEDOWNS ALONG THE AMAIN RAILS. 2) GROUND ANCHORS, STAPS k CABLES (INCLUDING EYEBOLT, NUT, ETC.) SHALL BE CAPABLE OF RESISTING AN ULTIMATE LOAD OF 4725 lbs. (3150 lbs. DESIGN) MIN. INSTALL GROUND ANCHOR IN ACCORDANCE WITH GROUND ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE NOTE 2 PAGE 25. 3.) ANCHORAGE SYSIEM SUBJECT TO LOCAL INSPECTION AT THE TIME OF INSTA!IATION. 4.) OTHER METHODS APPROVED BY LOCAL BUILDING AUTHORITIES MAY BE USED. 5.) LONGITUDINAL TIEDOWNS ARE NOT REQUIRED AT WIND ZONE I. 6.) IF A DOUBLEWiDE UNIT HAS A ROOF PITCH EXCEEDING 3/12 (i.e. 4/12) THEN USE 5/12 ROOF PITCH REQUIREMENTS. 28 SET-UP PROCEDURES (Continued) TIE DOWN STRAP INSTALLATION EXAMPLE To properly install ground anchors and tie-down straps spacing should not exceed 12 foot on center. If the home for a home, certain criteria must be established.This criteria were placed in a Wind Zone II or III area, the tables on is as follows: pages 25 or 26 would be used. 1. Width of the home. Next, determine the correct soil anchors to be used.An 2. Main I-beam spacing of the home. anchor soil test probe is required to test the soil where the example home is to be set.The soil test probe looks like a 3. Wind Zone area where home is to be placed. long drill bit with a fitting at the top which accepts a torque 4. Distance from bottom of I-Beam to ground. wrench. The torque required to turn the probe, when the probe reaches the desired anchor depth is measured.The 5.Torque reading of the soil. anchor manufacturer provides a chart relating the measured 6. Nominal Roof pitch of unit (for doublewides). torque value to the type of anchor required to provide the desired holding force. For this example assume the home being installed is a AN INCORRECTLY SELECTED ANCHOR WILL NOT 14 foot wide (singlewide) by 66 feet long.The home is being PROVIDE THE REQUIRED LOAD RESISTANCE. installed in Wind Zone I, and the main I-beam spacing has been established at 99-1/2 inches.The home has a 12 inch For this example, assume a torque of 300 inch-pounds tall I-Beam,and the clearance from the I-beam to the ground was measured at a probe depth of 4 feet. A class 4 soil is is measured at 20 inches. To determine the distance (H) indicated from the anchor manufacturer data. The correct from the ground to the underside of the floor add the I-beam anchor would be identified and rated for a class 4 soil. depth(12")to the clearance between I-beam and the ground Soil anchors must be installed as directed by the anchor (20").Therefore H = 12"+20"= 32". manufacturer. If the direction of the pull is not in line with the From Table 5 on page 22 (Wind Zone 1) determine the shaft of the anchor, a concrete cylinder collar or a ground maximum allowable strap spacing. Enter table at left hand anchor stabilizer plate is required.The anchor manufacturer side for 14' wides, and check the maximum pier height (H) installation instructions should describe the correct anchor for 99.5" I-beam spacing. H max. = 35" with straps/anchors placement with regard to direction, water table level and Spaced at 12' o.c. maximum. Therefore, tie-down strap frost line location. 29 SET-UP PROCEDURES (Continued) DOUBLE-WIDE EXTERIOR CLOSURE HARDBOARD SIDING Fasten the precut strip of masonite with 8d galvanized nails around windows (if required) as illustrated by the details in (head should be painted to match the siding) 4" o.c. around Figure 5-18. (In cases where the masonite has to be cut to fit the perimeter and 8" o.c. on the intermediate studs. Apply in the field, the ripped edges should be stained to match the trim and caulking at the centerline,horizontal joints, and siding with acrylic latex stain.) Note:Use 8d galvanized Figure A Figure B box nails w/min.3/16" Vertical Masonite Application Double Wide Masonite dia.heads at 4"o.c. Close-Off Application around perimeter and 8" o.c.at intermediate 16"o.c.max. studs. :typical studs : Unit Centerline Typ • • • e,.Typ Butyl caulking o 'Ty at joint 11 • Masonite Siding 14"Typ. Masonite Close-off field 4" . installed w/8d galvanized box 8d galvanized • 4' • • nails 8"o.c.at Wind Zone I,6" box nails 4"o.c. • ype t o.c.at Wind Zones II and III. • • 4-3/8" I 1-1/8"Typ. Stain edges to match Unit Masonite(See note 1) Perimeter Joist Stain bottom edge Centerline Figure C Figure D Vertical Joint Horizontal Joint Masonite Siding I Caulk joint w/Butyl caulking Flashing Masonite Siding Masonite Siding Masonite Strip(rip from siding sheets) Use 8d galvanized box nails 4"o.c.w/min.3/16' Stain Edges dia.heads to match Use galvanized box nails 4"o.c. Masonite Siding (May be lap siding) Figure E NOTE: Typical Window Trim Application 1.All ripped ed es to be stained with matching acrylic latex 8"Typ,At Windg g ry Zone I,5'Typ.At Caulk with butyl stain from siding mfg. Wind Zone II&III caulking to match trim Typ. Butyl caulking to • _ match trim(fill • rabbetted area) Use 8d galvanized box nails w/min 3/16"dia.heads FIG. 5-18 30 SET-UP PROCEDURES (Continued) DOUBLE-WIDE EXTERIOR CLOSURE VINYL LAP SIDING Apply a 2"wide strip of duct tape at the marriage joint of the endwalls for the entire height of the walls.Apply the duct STAGGER PANELS tape directly over the sheathing. , The siding panels should be attached using galvanized steel or aluminum 16 ga. 1/2 by 1" staples. (6d galvanized nails may also be used). Staples should be driven so that there is a 1/32" clearance between the siding and staple crown to allow some lateral movement. Fasten every 16" at the stud location. See Figure 5-19 Detail A for proper fastening. Snap the bottom course of siding into the starter strip and fasten to the wall. Leave a 1/4" space at corner posts and'J'channels around window and door openings to allow for expansion. Do not fasten within 4" of an accessory. Ver- tica! butt joints in panels should overlap 1". Do not fasten the DETAIL B panel within 4" of the joint. Install vinyl. aluminum, felt or other suitable material for flashing at bottom corners of doors and windows per Detail E. Apply caulk around siding II and light blocks, water faucets, or other small penetrations. II II�I Install successive courses similarly to the first. Butt points L�JI in adjacent courses should be offset by at least 24". Joints _ in alternate courses should be aligned vertically(see Figure 5-19 Detail B). Panels will have to be cut at headers and sills. A single panel should extend without joints across the width of the opening. When cutting a panel at a sill, measure the dis- tance between the bottom of the opening and the top lock of the lower course, then deduct 1/4" (See Fig.5-19 Detail C). DETAIL C Slide the cut panel into the under sill trim and install.Note that the undersill trim piece may have to be furred to main- tain the proper pitch of the siding. MARK ANGLE 2 SCRAP Measure and cut the header panel in the same manner Foa CDT / PIECES OF / � SIDING as indicated above. ' RN The top sections at the gable will need to be angle cut. - ° FOR Use two scrap pieces of siding to make a pattern (See Fig. ANGLE 5-19 Detail D). Interlock one piece with the siding panel - - - below. Hold the other piece on top against the gable.Mark a line on the bottom piece and cut.Use this piece as a pattern DETAIL D for cutting gable pieces. Install the gable pieces by inter- locking with the lower course, sliding into the gable `J' rail J-TR I M and fastening. �y o00-d �od\� AppWd 1 ` y2•NAJ. i� � • J-TRI"� —1�—�/ / ALL- PURFOSE 7-41M i i Y DETAIL A FIG. 5-19 DETAIL E 31 SET-UP PROCEDURES (Continued) DOUBLE-WIDE EXTERIOR CLOSURE JAMES HARDIE "HARDIPLANK" OR HARDIPANEL" SIDING fasteners evenly spaced between studs into sheathing at "Hardiplank" and "Hardipanel" are fiber-cement siding Wind Zone II and III only. "Hardiplank" siding is not allowed panels. "Hardiplank" is a lap style siding, and "Hardipanel" is within 3 feet of a sidewall/endwall comer at Wind Zone III. a panel type siding. Fasten the siding panels to framing Finish siding by painting with a exterior grade, semi-gloss members with 6d galvanized nails (2" long min. - 2-1/4" with acrylic or latex paint. All ripped edges of panels should be "HardiPlank" at Wind Zones II and III) per the details shown in painted to match. Figure 5-20 below. "Hardiplank"siding requires 2 additional Figure A Figure B Rim Joist or Hardiplank Exterior wall Hardiplank Siding bottom plate Siding 1/4"to 1/2" _ 1/4"Lath starter strip Fasten with 6d nails 1'X2"Wood Stops 12"to 16"o.c. Starter Detail Outside Comer Figure C Figure D Hardiplank Lap joints must fall at Siding stud Stagger joints at least 2 stud bays. 48" min.between joints at Hardiplank same course 2 Stud Siding Fasten with 6d nails bays required from wall 12"to 16"o.c. corner to 1 st joint I�� 13/4"to 1" 1"xl"Wood Stop 7 3/8"to 1/2" Inside Comer Lap Joint 6d nail req'd at each stud location(16•'o.c.). Figure F Figure E 2 additional nails req'd at Wind Zones II and 111. —� -- Hardiplank These fasteners shall be evenly spaced between Siding studs into a 3/8"(min)structural sheathing. Window frame ♦�Flash,shim,gap 1-114"min. 1-1/4"min. 3/16"and caulk. overlap overlap_ This fastening styt is req'd at wind Window Detail HardiPlank Nailing Zones II&III. Figure G min from comers NOTE: 6d nails 6"o.c.at • • • • • •• • • • • • •• Double studs are required within 3 feet of a sidewall/endwall edges&12"o.c.in • field at Wind Zone I comer at Wind Zones II and III. Fasten HardiPanel siding 6d nails 5"o c.at panels to both studs at double stud locations. edges&5"o.c.in f field at Wind Zones Cover joints II wth lumber &III battens or • � � caulk Hardipanel - Siding ••3/8"min 3/8"min. HardiPanel Application FIG. 5-20 32 OWN SET-UP PROCEDURES (Continued) SHINGLE ROOF CLOSURE INSTALLATION OF SHINGLED ROOF: 1.Fold back underlayment paper. 5.If home is to be set in a Wind Zone II or III area, then 2.Remove the 12 inch wide sheathing at the ridge beam of apply a 6" wide strip of asphalt cement to the roof each half which was temporarily secured to the roof at decking on both halves of home, directly adjacent to the the factory. roof peak. 3.Bolt the ridge beam together as outlined on page 18.For 6.Tack roof underlayment paper back in place. models with heat ducts in the roof cavity make the inter- 7.Staple additional underlayment strip down, centered at connection of two units by running the provided flexible ridge. duct through the access hole in the ridge beam. After 8.Fasten drip cap to sheathing at roof edge (above felt). the mechanical connection is made, tape the joint with 9.Complete installation of shingles (See Fig. 5-22). 2 inch wide duct tape. 10.Cut shingles for ridge cap and install as shown in 4.See Fig. 5-21. Reinstall the 3/8" x 12" wide sheathing Figures 5-24 and 5-25. using 15 gauge x 7/16" x 1-1/2"staples or 8d twist nails 4 inches on center at butt joints and at each truss NOTE: TO PREVENT WIND LIFTING AND POSSIBLE between joints. Special fastening may be required at LEAKAGE, THE RIDGE CAP SHINGLES SHOULD BE ORIENTED WITH RESPECT TO PREVAILING WINDS AS trusses located over shearwalls. These trusses will be marked with a paint spot on the truss top chord. Fasten INDICATED IN FIG.5-25. roof sheathing to these trusses with fasteners spaced 11.Install closure cap at eave joint (See Fig. 5-26). 2"o.c. (3"o.c.— if truss is doubled—to both trusses). 12.See supplement for ridge vent if applicable. FIELD INSTALLED ` SHEATHINO C3 COURSES (RIDGE SHINGLES VHDERLAYMEHT PAPER SITE INSTALLED J-� SHINGLES �UNDERLAYMENT-STRIP I,c D(F �F UNOEFiLAYMENT FIE SHINGLE FIELD INSTALL PAPER FOLDED BACK FOR y'y 30'SHINGLE EEIW BOLTING- I SHEATHING 5 ` FIELD INSTALL ril DRIP W SHINGLE CAP FIELD INSTALL SEE FKL 16FOR FASTENING BEAM REOUIREMEMT F THE A00FNIG MI THE AREA OF THE FIRMA RAN[INS BEEN OVENED TO F'OIt7TEC1 FIGY Woo 6AUA4 E OU11ING TwwSL THE I'MICC7114E COVENMG MO FASTENERS AM 10 E dAEF1LLY NEWVEO. SEAL THE F"XKR HOLES WITH AVHXLT ROOFIG CEMENT. FIG. 5-21 FIG. 5-22 OPTIONAL CENTERLINE METAL FLASHING AND SHINGLE INSTALLATION. 10- STRIP OF UNDERLAYMENT PAPER INSTALLED INSTALL SHINGLES (EACH SECTION) TO CENTERLINE OVER METAL FLASHING AND SHINGLES SHINGLE RIDGE CAP INSTALL PER FIGURES 5-23 802 GA. (MIN) OR .019 (MIN) ALUMINUM METAL THROUGH 5-25 OF INSTALLATION MANUAL ROLL FLASHING. FASTEN WITH I'x 1 1/4% 16 GA GALVANIZED STAPLES OR ROOFING NAILS 0 16' D.C. BOTH SIDES i -s FIG. 5-22A 33 SET-UP PROCEDURES (Continued) DOUBLE WIDE SHINGLED ROOF FASTENERS: USE I" CROWN X I"LEG 16 GA GALVANIZED STAPLES OR 1%4" 12 GA. GALVANIZED ROOFING NAILS WITH%' DIAMETER HEADS 3Gu SHINGLE x x x CUT SHINGLE INTO 3 PIECES WIND ZONE I AS SHOWN BY DOTTED LINE 3e SHINGLE T i I ' 2 3 K % X LX 12 WIND ZONES ate NAIL I"FROM EACH END 5 5 ABOVE EXPOSED BUTT d %ABOVE EACH CUT OUT FIG. 5-23 FIG. 5-24 NAIL OR STAPLE RIDGE SHINGLES AS INDICATED. SEE FIG. 16 FOR FASTENER APPLY CAULKING SIZES TO CLOSURE CAP o • • P T } �0A� I q- — u 5 EXPOSURE I RIDGE LINE FIG. 5-25 FIG. 5-26 34 I SET-UP PROCEDURES (Continued) DOUBLE-WIDE UTILITY INTERCONNECTION ELECTRICAL INTERCONNECTION OF DOUBLE-WIDES NM or SE cable Bonding i Pull Box Chassis halves floor joist construction are to be bonded together with the provided bonding wire and lugs (See page 46). Electrical Crossover NOTE: ALL ON-SITE ELECTRICAL WORK MUST BE J' PERFORMED BY QUALIFIED PERSONNEL.BEFORE / CONNECTING ELECTRICAL CROSSOVER ASSURE THAT POWER HAS NOT YET BEEN CONNECTED. Plywood or OSB access cover Endwall Crossover FIG. 5-28A The procedure for this interconnection is as follows: 1. Feed wires from side B through metallic wire protectors into junction box or Sub-Panel in side A (See Fig. 5-27). 2. Staple wires within 8 inches of junction box or Sub Panel to side of stud at centerline of stud. 3. Remove cover from junction box inside home; cut wires to length allowing a minimum of 4 inches of free wire Pull Box extending from box. Hoieornot 4. Strip approximately 1 inch of wire and connect like circuit 1 in joists numbers (white to white, black to black, ground to I Plywood access cover ground, red to red on multi-circuits and 240V circuits FIG. 5-28B with the provided wire nuts. 5. Push wires into box and replace cover. 2. Using the provided wire connectors, connect like circuit NOTE: SOME MODELS MAY HAVE ELECTRICAL numbers (white to white, black to black, ground to CROSSOVERS AT FRONT AND REAR. ground, red to red on multi-circuits and 240V circuits). 3. Push wires into boxes and replace covers. Below Floor Crossover The correct procedure is as follows: Below Floor Crossovers 1. Remove the pull box covers and install the provided con- In Floor Pull Box duit and conductors between the boxes (See Fig. 5-28). The correct procedure is as follows: 1. Remove plywood access covers and cut bottom board for access to wires (See Fig.5-28A). 2. Feed wires around bottom of marriage line floor joists -W and into junction box. SdeAll ACCESS TO JUNCTION S;�II 3. Cut wires to length allowing a minimum of 4" free wire BOX-INSIDE HOME FACTORY INSTALLED extending into box. -- — — WIRE PROTECTORS 4. Strip approximately 1 inch of wire and connect like circuit numbers (white to white, black to black, ground to -- - ground, red to red on multi-circuits and 240V circuits). 5. Replace access covers and tape bottom board with provided tape. I In Floor Pull Box FIG. 5-27 The correct procedure is as follows: 1. Remove plywood access cover to pull box and cut bottom board on opposite half for access to wires (See -- Fig.5-28B). I I { 2. Feed wires through hole or notch in joists into junction box. 3. Attach wires as described in steps 3 and 4 for endwall — PULL BOX PULL BOX crossover. 4. Replace access cover and tape bottom board with pro- FI� ELD INSTALLED vided tape. CONDUIT&CONDUCTORS (MATERIALS PROVIDED) FIG. 5-28 35 I I SETUP PROCEDURES (Continued) UTILITY INTERCONNECTION In Floor Cable Splice Note: If unit has multiple cable splices the circuits will be The correct procedure is as follows: identified by the attached code markers. 1. Remove bottom board access covers (See Fig. 5-28C). Endwall Cable Splice 2. Feed cable through hole or notch in joists. The correct procedure is as follows: 3.Connect cable splice together. Remove access panels on exterior side of endwall 4. Replace access covers with provided bottom board tape. 1. (See Fig. 5-28D). 2. Uncoil wire located inside endwall. 3. Connected cable splice halves together. 4. Reinstall access panels. Note: If unit has multiple cable splices the circuits will be identified by the attached code markers. Heating Crossover I lilt [ rf There are two basic hookup procedures for all designs. The first procedure is the standard design and is a single 12" Cable Splice Hole or notch diameter flexible duct.The second procedure is an optional in joists design that includes a varying number of 5" or 6" crossover ducts that are installed in the floor. FIG. 5-28C The method of installation for the standard design is as follows: Endwall 20 Amp Non- 1. Connect each end of the provided insulated 12" diame- stud, Metalikcae ter flexible duct to the metal duct connector on each 1�-Type o�ax�rpanel N mar half of the home by sliding duct over metal tabs on duct an both We splice halves. anutactured connector. Fasten with byMolexttc 2. After mechanical connections are made, tape each con - ,��,r s part no. 1..11 studs. 19045i. nection with 2-inch wide duct tape to ensure an airtight I seal. i 3. Permanently secure the crossover duct with straps as shown in Fig. 5-29. Do not allow duct to rest on the ground. Maintain at least a 4-inch clearance between N /11111 duct and the ground. J The method of installation for optional design with stan- Factory installed wiro dard frame is as follows: protectors over notches Deno trap ends of 1. Remove access panels at crossover ducts.The access in studs cable are coil transitededd a and secured Marriage Line for in the wall cavity. panels are located below the floor. Double wide 2. Cross cut bottom board at 8" holes in reinforcing plates. FIG. 5-28D 3. Extend the flexible ducts from each half through the access holes (See Fig. 5-29A). SUPPORT STRAPS (TYP.) 1 T _ 4 DU C NOTE: Some models may require that an caxle onnect axles crossover d to duct CROSSOVER DUCT --'/ NOTES: 5 STRAPS AS SHOWN TO FLOOR connect the crossover duct or connect the home air distribution JOISTS. MINIMUM CLEARANCE TO system to the heating-cooling GROUND TO BE 4 appliance. FIG. 5-29 36 SET-UP PROCEDURES (Continued) UTILITY INTERCONNECTION 4. Connect the flexible ducts together per the provided Heating Crossover with V Bonnet manufacturer instructions using the splicing collar provided. Some doublewide units will require a V-Bonnet duct 5. Install a strap around duct and attach to the rim joists. connector be installed prior to connection of the crossover 6. Tape bottom board closed with provided tape. ducts.The proper method of installation is as follows: The method of installation for the optional design with 1. Remove axle if required for access to furnace area. Integral floor/frame or Perimeter frame is as follows: 2. Fit tabs inside V-Bonnet and secure with#8x3/4//screws 1. Locate crossover locations as indicated by spray paint on in holes provided on tabs(3 per side—12 total), See Fig. rim joists and bottom board. 5-29B). 2. Cut out bottom board at rim joists for crossover connec- 3. Install flexible crossover ducts per the standard crossover tions. duct design described on the previous page. 3. Cut the bottom board below floor for access to flexible ducts (See Fig.5-29A). 4. Extend the flexible ducts through the cutouts in the rim Floor Joist joists from the half with the furnace to the other half. 5. Connect the flexible ducts together per the provided Bottom Board manufacturer instructions using the splicing collar provided. 6. Push the floor insulation against rim joist and tape bot- tom board closed with provided tape. / I INSULATION BRIM JOIST FLEXIBLE DUCT FLOOR DECKING Unit I-Beam V-Bonnet BOTTOM BOARD i / / ; , , , PLYWOOD REINFORCING PLATE(rYP.EACH SIDE) As Viewed from below `�LJ_L LL1�V� STRAP SPLICINGCOLIAR FIG. 5-29B Gasline Crossover OPTIONAL CROSSOVER DUCTS FOR STANDARD FRAME Applicable only to models with gas appliances on both halves. The listed flexible connector supplied with the home must be used to make the connection. This connector will be located beneath the home. NOTE:DO NOT USETOOLSTO CONNECT OR REMOVE FLEXIBLE DUCT RIM JOIST SPLICING COLLAR FLOOR DECKING FLEXIBLE CONNECTOR QUICK DISCONNECT. 1. Remove protective caps from the connector. 2. Connect the quick disconnect fitting. / 3. Test for leaks with soapy water. LSL OR LVL BEAM st Waterline Cross Connect INTEGRAL FLUOR FRAME Applicable only to models with plumbing on both halves STEEL I-BEAM w/PERIMETER APP� Y P g BOTTOM BOARD FRAME (See Fig. 5-30, 5-31, and 5-31 A). 1 rACCESS AREA UYP.) 1. Remove the shipping caps from water lines and install provided connector. OPTIONAL CROSSOVER DUCTS FOR INTEGRAL 2. Check for leaks. FLOOR/FRAME OR PERIMETER FRAME, 3. In areas where exposed piping is subject to freezing, protect exposed piping with heat tapes listed for use on manufactured homes, and insulation. It is recom- mended that only U.L. listed heat tapes be used and installed in accordance with their listing. FIG. 5-29A 37 i SET-UP PROCEDURES (Continued) UTILITY INTERCONNECTION INSTALLATION OF EXTERIOR LIGHT aL-, ,v1-l.'E4 _11r,'_ 1'_=05s0v_R FIXTURES "ai-'H WE XA5T�\ BRASS,A Ez, ELECTRICAL CONNECTIONS SHOULD BE MADE "�°r' "`E� ONLY BY QUALIFIED PERSONNEL. MAKE SURE 1 \ l POWER IS OFF BEFORE INSTALLING LIGHT. O = "' - The correct procedure is as follows:f7l �7 - - 1. Install threaded tube in the strap secured to the fixture I 7 outlet box as shown in Fig. 5-33. a+ss wAPIa— / \Nwuna, I 2. Apply caulking around base of light fixture to insure a WE waeaW, _„_ N� : uw water tight seal to side wall. (NOTE: On units with FIG. 5-30 Mti�tia,� ^ r.4° �'°`�' "" °"'"� Masonite or vinyl siding, make certain the flashing ring is installed around outlet box.) FLOOR 3. Connect wires, black to black,white to white, and ground to ground, using wire nuts. 4. Push wires into box and secure fixture in position using the nut provided on the threaded tube. Install the bulb. FACTORY INSTALLED LIGHT BOX MAKE WATER CROSSOVER WITH CONNECTORS PROVIDED WITH \\�� FIG. 5-31 THE HOME Alt.Waterline Crossover Centerline ED O X eo.00.��� NOTE, SOME LIGHTS WILL THREADED USE TWO BOLTS WHICH ROD THREAD INTO THE MOUNTING STRAP IN LIEU OF THE THREADED ROD ILLUSTRATED Access FIG. 5-33 Access Panels panel FIG. 5-31A frame VENTILATION OF SKIRTING AND CRAWL SPACE ENCLOSURE Drainage Line Cross Connect Skirting or other crawl space enclosures, such as foun- Applicable only to models with plumbing on both halves. dations, not only add to the appearance of the home but The connection may be made with field assembly of factory also provide important benefits in the reduction of heat loss. supplied parts(Refer to drainage of 2 bath models,page 45), Enclosures also aid in reducing the danger and inconve- or when the below floor plumbing is factory installed, a flexible nience of damaged plumbing through freeze-up. coupler is used as follows: Use only the approved flexible Skyline Corporation recommends enclosing the underside coupler provided (1-1/2 inch, 2 inch or 3 inch, as required). of the home; however, it is very important that any enclosure See Fig.5-32. be adequately ventilated. Ventilation openings need to be 1. Slip the flexible coupler over one end of the drainage line. provided in the foundation or skirting along at least the two 2. Align the pipes and center the coupler over the joint. 3. Tighten the clamps and check for leakage. long walls of the home.The total area of ventilation openings should be at least 1 square foot for each 150 square feet of DRAINAGE PIPE crawlspace area.An opening should be located within 3 ft. of each corner. PORCHES AND DECKS APPROVED Some Skyline manufactured homes are constructed with FLEXIBLE factory-built porches or decks along the front, rear or main FIG. 5-32 COUPLER entry door side of the home. Porches and decks may be METAL ROOF TIGHTENING constructed with pressure treated wood floors which readily Metal roofs may be tightened by the use of bonded wash- permit the passage of rain and/or snow through the floor. ers secured to the roof truss with #8x 1-1/4" screws, placed in The area under porches or decks constructed with pressure rows of four across the width of the roof and spaced at treated decking lumber must be separated from the crawl approximately 48"o.c.along the length of the roof.Care must space enclosure of the remainder of the home. Excessive be taken to assure that the screws are placed to penetrate moisture in the crawl space can be the cause of window or the truss.After application the screw heads and washers are ceiling condensation and other problems associated with to be sealed with a roof sealant material. high moisture levels in the home. 38 y ti CHAPTER 6 INSTALLATION OF OPTIONAL FEATURES ELECTRIC DRYER VENTING GAS DRYER INSTALLATION Homes factory equipped with an electric dryer receptacle Homes factory equipped with a gas dryer will also have will also have the moisture-lint exhaust system roughed-in. the moisture-lint exhaust duct and termination fitting pro- To complete the moisture-lint exhaust system the following vided. To complete a roughed-in system follow steps 1-5 must be performed: under Electric Dryer Venting. 1. Remove the covers over the vent hole in the floor. Homes with "stubbed-in" gas service will also have the moisture-lint exhaust system roughed-in. However, the ex- 2. Push the duct through the hole provided in the floor and haust duct and termination fitting are not provided. Such connect to the dryer in accordance with the dryer manu- termination fittings should be supplied with the dryer at time facturer's instructions. of installation. The gas connection and completion of the NOTE: Some dryer manufacturers require that moisture-lint exhaust system must be made by qualified metallic duct be connected to the dryer and routed personnel in accordance with the dryer manufacturers through floors and/or sidewalls. installation instructions.The gas connection must be tested g (See Utility Hook-up and Testing) prior to use of the appli- 3. Secure the termination fitting at the outside edge of the ance.To complete the moisture-lint exhaust system, follow floor. steps 1-5 under Electric Dryer Venting. NOTE: The termination fitting must be installed such GRILL/RANGE VENTING that the dryer does not exhaust beneath the home.This when a home is provided with a combination may be accomplished by attaching the fitting to a piece (cook top)/grill that contains its own exhaust system, the exhaust must be routed such that it does not terminate of exterior grade plywood or, if the home is skirted, beneath the home. To complete the exhaust system the directly to the skirting. following must be performed: 4. Secure the flexible duct to the termination fitting with the 1. Remove the cover on the factory installed exhaust pipe provided clamp.(Do not use sheet metal screws or other protruding from beneath the floor in the vicinity of the devices which extend into the interior of the duct. range. 2. Secure the provided termination fitting at the outside 5. Seal the duct penetration through the floor with a good edge of the floor. grade of caulking. 3. Run the provided flexible metallic duct between the elbow protruding from the floor and the termination fit- CAUTION: MATERIALS WHICH MAY BE PROVIDED FOR ting. Support the duct and make the connections per the THE MOISTURE-LINT EXHAUST SYSTEM ARE NOT manufacturer's installation instructions provided with the ACCEPTABLE FOR INSTALLATION OF GAS DRYERS. grill/range. GAS WATER HEATER VENTING Homes factory equipped with certain types of gas water heaters may require special provisions to ensure proper ventilation. If the gas water heater installed in your home is not independently vented to the exterior of the home through a grilled opening in an exterior water heater door, then the following provisions must be followed. A. If the home is set on a crawlspace, or piers and skirting is used, then an air intake opening with a minimum free area of 32 square inches must be provided in the foundation wall or skirting. If the opening is covered by louvers or screen, the total free area must be 32 square inches.The air intake opening should be located as close as practical to the water heater location. B. If the home is set on a basement, then the following steps must be taken: 1. Fabricate a plenum box to encompass the air inlet assembly without alteration to the air inlet assembly itself.This plenum must have a minimum horizontal dimension of eight (8) inches.The minimum clearance between the air inlet assembly and the inner wall of the plenum shall be two (2) inches.The vertical height of the plenum shall be as necessary to ac- commodate the air inlet assembly without alteration.The air inlet assembly is a round tube that is extended from the bot- tom of the water heater through the floor. 2. To ensure proper air entry into the fabricated plenum box, a 6 inch minimum round (or equivalent cross-sectional area) duct is required.The duct shall be of a smooth surface, rigid variety (no flex pipe) and shall be connected to the plenum in a manner that does not reduce the cross sectional area of the pipe. 3. The air inlet shall be of damper less type and provide a free area not less than the cross-sectional area of the duct.A screen, if used, shall be 1/4 x 1/4 inch minimum. 39 I INSTALLATION OF OPTIONAL FEATURES (Continued) PADDLE FAN INSTALLATION FOR DOUBLE-WIDE HOMES WIRED FOR MOUNTING ON CENTER BEAM A. FLUSH RIDGE BEAM wire to be inserted in electrical box without binding For proper ceiling fan installation,an electric outlet box against center beam during installation. and the decorative center beam to contain the box have b. Leave approximately 4" of wire free in the box. been provided for attachment to the ridge beam at the unit centerline. 5. Secure the center beam in place over the center line CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP joint. Be sure that fan supply wire is not pinched or PROCEDURE, BE SURE THAT POWER TO FAN WIRE penetrated with beam fasteners. IS OFF. x 21/2"wood 6. Secure electrical box to ridge beam with#8 1. Remove the fan manufacturer's installation instructions screws through the two holes in the top of the box. from the package and determine the method of fan at- tachment to the beam. (Also see Fig. 6-1 below.) 7. Strip about 3/4" of insulation from the white and black conductor ends. 2. If the center beam (shipped loose)does not contain a precut hole for the electrical box,cut a hole with a hole S. Position the non-combustible flash ring (provided)over saw approximately 1/4"larger than the box diameter at the electrical box so that finished surface (adjacent to the proper location (center line of hole should line up electric box) which is to be covered by fan canopy is with location of supply wire through ceiling) and not exposed. centered in the width of the beam. 3. Install the box in the hole and secure flange(Plastic box 9• Follow the manufacturer's installation instructions for only) to the center beam with 4 - #6 x 1" screws. mountin the fan assembly to the box and for electrical wiring ofgthe fan. Use provided e ectr cal connectors for 4. a. Insert the ceiling wire through a knock out hole in splicing wire. Be certain that fan is grounded as the side of the electrical box. NOTE: It may be specified in manufacturer's instructions and that wires necessary to cut a notch from the top on the supply are connected properly (white to white and black to wire side of the center beam hole to allow the supply black). DOUBLE WIDE RIDGE BEAM 2x6 CENTER BEAM — SHIPPED LOOSE CEILING BOARD ; FOR FIELD INSTALLATION SUPPLY WIRE COILED & SECURED HOLE FOR BOX CUT THROUGH 2x6 FOR SHIPMENT (MAY BE CUT IN PLANT OR IN FIELD NOTCH BEAM AT HOLE IF NECESSARY SECURE BOX TO RIDGE BEAM WITH FOR WIRE CHASE 2-#8x2l/2" WOOD SCREWS SECURE BOX TO 2x6 CENTER BEAM (FIELD INSTALLED) WITH 4-#6x1" WOOD SCREWS ELECTRICAL BOX (SEE NOTE 1) (FIELD INSTALLED) SUPPLY WIRE INSERTED IN FIELD THROUGH SIDE KNOCKOUT OF BOX NOTE: APPLICABLE TO U.L. LISTED PADDLE FAN WITH A SWIVEL TYPE MOUNTING BRACKET. FIG. 6-1 40 f INSTALLATION OF OPTIONAL FEATURES (Continued) B. PROTRUDING RIDGE BEAM 3. Place the prefab box in its final position on the beam and For proper ceiling fan installation,a prefabricated box has secure the box to the beam with #6 x 2" wood screws been provided and includes the electrical box for contain- (provided) in the metal corner braces. ment of the spliced wires with their connectors. 4. Strip about 3/4" of insulation from the white and black conductor ends. The prefab box is also designed to conceal the wire which 5. Position the non-combustible flash ring (provided) over is run through the ceiling where the fan is to be located. the electrical box so that the finished surface (adjacent CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP to electrical box) which is to be covered by fan canopy PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS is not exposed. OFF 6. Follow the manufacturer's installation instructions for 1. Remove the fan manufacturer's installation instructions mounting the fan assembly to the box and for electrical from the package and determine the method of fan wiring of the fan. Use provided electrical connectors for attachment to the beam. (See Fig.6-2) splicing wires. Be certain that fan is grounded as speci- 2. Insert the ceiling wire through a side knock out hole in fied in manufacturer's instructions and that wires are the electrical box. Secure the wire in the electrical box connected properly (white to white and black to black). clamp at a point approximately 4"from its end. \ FAN WIRE ELECTRICAL BOX -FAD �7(FASTElfED TO �Jil CLAMP WIRE AT DOX INLET �/2•�6�2'SCREMfS EI41 SIDE CLUTFIG. 6-2 Oluk s C. FALSE RIDGE BEAM 7. Follow the manufacturer's installation instructions for For proper ceiling fan installation, an electrical box and a mounting the fan assembly to the box and for electrical decorative foam block has been provided for attachment to wiring of the fan. Use provided electrical connectors for the false beam at the unit centerline. splicing wires. Be certain that fan is grounded as speci- fied in manufacturer's instructions and that wires are The prefab box is also designed to conceal the wire which connected properly (white to white and black to black). is run through the ceiling where the fan is to be located. CAUTION; BEFORE FOLLOWING THE STEP-BY-STEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS ~� Ridge Beam OFF. False Beam 1. Remove the fan manufacturer installation instructions from the package and determine the method of fan attachment to the beam. (See Fig.6-2A) 2. After ride beam halves have been secured together, �► --Electrical wire- g Toe-nail bottom halves factory installed fasten bottom halves of false beam together w/16d nails of false beam together for paddle pan. 16"o.c. (max.) w/16d nails 16"o.c. 3. Attach gypsum close-off panel (provided) with staples 6" / Decorative foam block. panel-fasten to false o.c. around perimeter. gypsum close-off /Fasten to beam w/2-16d 4. Secure decorative foam block to false beam with 2-16d beam w/staples 6"o.c. l� nails or 2-#8x3"screws. nails or 2#8x3"screws. around perimeter. 5. Attach electric box (U.L. listed for use with paddle fan) per its listing (installation) requirements (provided). �11_� Electric box-U.L.listed for 6. Strip about 3/4" of insulation from the white and black use with paddle fan. Secure conductor ends. to false beam per it's installation requirements. FIG. 6-2A 41 - - - - - - i I INSTALLATION OF OPTIONAL FEATURES (Continued) AIR CONDITIONING ELECTRICAL CONNECTION (Factory Provided Circuits) THE ELECTRICAL CONNECTION SHOULD BE MADE The electrical connection is via a branch circuit terminating ONLY BY QUALIFIED PERSONNEL. THE COMPLETED in a junction box beneath the home (See Fig. 6-3).The field INSTALLATION MUST CONFORMTO ARTICLE 440 OFTHE installation wiring beyond the junction box,must incorporate a NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL fused disconnect (sized in accordance with NEC Article 440) CODES. located within sight of the condensing unit.The maximum fuse Factory installed branch circuits for air conditioning are in- size to be used with the fused disconnect is marked on the dicated on the data plate under the heading"Rating of Factory condenser data plate.The acceptability of the air conditioning Installed Circuit"The maximum full load ampere draw for the equipment, rating the location of disconnect means,fuse type desired air conditioning unit must not exceed the indicated branch circuit protection, and connections to the equipment branch circuit rating."A"coil air conditioning units installed must are to be determined by the local inspection authority. be listed for use with the fumace in this home; for air condi- For some models the electrical connection is made to the tioning installation, see the instructions shipped with the air home via a separate rigid conduit.The conduit is 1"and is run conditioner.If a self-contained air conditioner is to be installed from the panelboard and terminates below the bottom board. and connected to the heating supply duct the installation must A PVC cap is cemented to the end of the conduit and this include a damper beneath the furnace to prevent cool air from must be cut off to provide access to the panel board.Wiring is "backing-up" into the fumace during the cooling mode and a then installed from the panelboard to the air conditioner per all damper at the air conditioner supply to prevent heated air from applicable NEC & local codes and all requirements listed "backing-up"into the air conditioner during the heating mode. above. It is recommended to wrap the dampers with insulation. Condensation should not be allowed to drain under home. NOTE: REFER TO N C.0 AND AIR COND INSTRUCTIONS FOR INSTALLATION REQUIREMENTS DISTRIBUTION PANELBOARD FIELD PPOVIOED 6. INSTALLED JUNCTION BOX_ FUSED DISCONNECT BENEATH HOME REMOTE CONDENSING UNIT CONDUIT =m = nI =III = FIG. 6-3 NOTE: THE ELECTRICAL CONNECTION SHOULD BE BLACK. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . High Fan MADE ONLY BY QUALIFIED PERSONNEL. RED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Low Fan GREEN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ground 1. On models equipped for installation of optional evaporative cooler, install the roof-mounted cooler ac- EVAPORATIVE COOLER cording to the instructions with the cooler. For coolers without an integral air duct the cooler box shall be lin- LOCATED ON ed with .016 in. metal.The factory installed branch cir- ROOF OF HOME cuit for the cooler is sized for a maximum cooler elec- trical load of 12 amperes. 120 V. AC, 60 Hz. WEATHERPROOF ' BOX 2. Remove the cover from the roof-mounted junction box and make the connection of the color-coded wires us- - ROOF ing the provided wire nuts.The electrical portion of the JACK installation is now complete (See Fig. 6-4). COLOR CODE WHITE . . . . . . . . . . . . . . . . . . . Neutral ROOF FIG. 6-4 YELLOW. . . . . . . . . . . . . . . . . . . . . . . . . Pump 42 INSTALLATION OF OPTIONAL FEATURES (Continued) STANDARD BLEND-AIR INSTALLATION WITH DEALER INSTALLED EXTERIOR HEATINGICOOLING Figure 6-5 below depicts the Evcon standard Blend-Air cooling unit with transformer having at least a 40 Va. installation used with homes desinged for dealer installed Capacity. exterior heating-cooling systems. The Evcon standard Blend- 2.The wiring of 4-wire thermostat cable from the Blend-Atr Air unit provides whole-house ventilation and is designed to control to the exterior heating-cooling controls is to be operate when the exterior heating or cooling system is in use. as follows: The follovAng information is important when electrically -Green connector-blower continuous run interconnecting that Standard Blend-Air with the exterior -Red connector-24 v.supply heating-cooling unit system: -white connector-system heating 1.The standard Blend-Air must be connected to a heating- -yellow connector-system cooling Roof line Ceiling Cavity Chase fully enclosing flex duct. Factory installed 4-wire thermostat Standard Blend-Air control box cable to indoor thermostat. Access panel removed, exposing damper tube assembly. Grille with filter(Access Tu Box air-tight(except @ air to Blend Air filter) return&grille with fitter). 4-Wire thermostat cable to outdoor unit. See manufacturer instructions for wiring to exterior heat- cooling unit. Note:The Unit must be operated from one transformer having at least 40 Va.Capacity. Return Air FIG. 6-5 43 INSTALLATION OF OPTIONAL FEATURES (Continued) EXPANDING ROOMS, SLIDE-OUTS, ETC. Where optional expanding rooms, slide-outs, tip-outs, provided for proper installation and set-up. etc. are provided, specific instructions and directions are INSTALLATION OF SITE INSTALLED ATTACHED STRUCTURES All site installed attached structures, including garages, facturer's installation instructions and all applicable local porches, steps, stairways and landing must be designed codes. In particular, attached garages generally require fire and constructed to support all of their own dead load and all protection and GFI electrical circuit protection as required by of the live load to which it will be subjected. Attached struc- local code. tures should be constructed in accordance with the manu- INSTALLATION OF SITE BUILT ATTACHED GARAGE ON GARAGE READY UNITS The outside area of the home that is covered with Type'X' amp. The 20 amp circuit will be GFCI protected and is gypsum is intended to be the area for installation of a site dedicated to the garage area.The 15 amp circuit is for light- built garage.The garage that is to be built MUST BE COM- ing ONLY. The electrical circuits will be wired to junction PLETELY SELF SUPPORTING(See paragraph above). No box(es) that are installed inside the floor and adjacent to the part of the manufactured home may be used for structural exterior wall at the garage area. A 20 amp GFCI protected support of the garage. The garage shall be designed and receptacle has been installed in the exterior wall at the constructed to meet all applicable building codes. garage area. If the home has a factory built dormer intended for Before starting construction of the garage: attachment of a site built garage, then 8 to 24 inches of 1. The soil must be graded on all sides to channel storm shingles will be left off the edge of the dormer. These runoff away from the home and the garage. shingles are left off to more easily facillitate the inter- 2. Remove the temporary transportation cover. Note that connection of the garage and the home. Therefore, the early removal of this cover may cause damage to the remaining shingles for the dormer must be field installed. gypsum board if left exposed to the elements. Install the remaining shingles and complete the valley construction per page 33 and the shingle manufacturer Two electrical circuits have been factory provided to service instructions or per the Asphalt Roofing Manufacturers the garage. One circuit will be 15 amp, and one will be 20 Association (ARMA) Residential Asphalt Roofing Manual. HINGED ROOFS AND EAVES Where optional hinged roof and/or hinged or pre- mental installation instructions are provided. fabricated field installed eaves are provided, supple- CEILING (PADDLE) FANS Site provided and installed ceiling fans are to be installed from the trailing edge of the fan blade to the floor must be in accordance with the manufacturer's installation instruc- in accordance with the manufacturer's requirements. tions. To reduce the risk of injury, the minimum dimension TELEPHONE AND CABLE TV Careless installation of telephone and cable television placing cables in these cavities. FAILURE TO FOLLOW lines may be hazardous. Electrical circuits, plumbing and THESE INSTRUCTIONS MAY RESULT IN SERIOUS duct work are contained in the floor and walls of the home. PERSONAL INJURY OR DEATH. Avoid contact with these systems when drilling into and FIREPLACE INSTALLATION Because of transportation restrictions, fireplaces require The fireplace manufacturer's installation instructions and on-site installation of additional section(s)of approved, listed all required components for proper installation are included chimney pipe, a spark arrestor and a rain cap assembly. in each home with a fireplace. SITE INSTALLED FIREPLACE HEARTH EXTENSION The home will be shipped with fireplace installed. The blocking between the bottom of the fireplace and the floor shall be removed.The carpet where the hearth is going to Non-combustible mortar be placed shall be removed. A bead of non-cumbustible or gasket cement fireplace mortar or gasket cement shall be run to seal the joint between hearth extension and face of the fire- Fireplace place. The edge of the hearth extension shall be placed under the fireplace surround and centered in front of the fireplace.The carpet tackstrip shall then be placed around the hearth to secure it. (See Fig. 6-6). Hearth extension FIG. 6-6 44 :� i i CHAPTER 7 UTILITY SYSTEM CONNECTION AND TESTING Many local jurisdictions have special requirements for DRAINAGE—1, 1'/2, 1% &2 BATH utility connections and on-site inspection of these connec- When applicable the parts required to bring all drain tions.Consult with the proper authorities prior to utility con- lines to a single point are provided as follows: nection.Only qualified service personnel,familiar with local 1. Pipe and fittings. codes and licensed where required. The drainage and water systems were tested for leaks 2. 1/4 pint of ABS solvent cement. prior to shipment from the factory. It is essential that they 3. 10 feet of 3/4" x 28 gauge plumbing strap. be rechecked by qualified personnel for leaks that may have been caused by vibration during transportation. 4. Ten 1/4" x 1" stove bolts. The procedure for bringing all drain lines to a single WATER point is as follows: The water system has been designed for an inlet water 1. Remove caps on drain outlets and connect supplied pressure of 80 psi. If the manufactured home is installed parts together as shown by the drain line schematic in areas where the water pressure exceeds 80 psi, a shipped with the house. (Do not apply cement.) pressure reducing valve should be installed. The water system may be connected to any safe,potable water source. 2. Check to be sure that the assembly has the proper 1/4 The connection is via a single 3/4 inch inlet beneath the inch drop per foot. home. A master shut-off full flow valve must be installed in 3. Mark each joint to aid in reassembly. Start at outlet end the water supply line adjacent to the home;this valve should of system and remove, cement and reassemble each be a full port gate or ball valve with threaded or solder joints. slip joint one at a time. Be sure to apply the cement After removing the aerators from all the faucets, open all on both male and female ends with a good even the faucet valves and allow the water to run for 15 minutes. coating. This should remove any foreign particles left in the line that might cause an unpleasant taste or become lodged at 4. Using the 3/a x 28 gauge strapping,strap the drain line faucet washers and cause dripping faucets. All exposed to the center crossmembers of the frame placing a strap water piping subject to freezing should be protected by in- at each member (4 feet apart). Use a 1/4" x 1" stove sulation and electric heat tapes(with an integral thermostat) bolt to secure strap in place. listed for use with manufactured homes. It is recommend- 5. Connect home drain to site sewage system as for single ed that only UL listed heat tapes be used and installed in bath previously discussed. accordance with their installation instructions. 6. Check completed system for leaks. DRAINAGE—CONNECTION The drainage connection is made at the 3-inch main drain outlet. Care should be exercised to slope and sup- port the drain line from the home to the site sewage system (1/4"per foot slope). DANGER: IMPROPER OR INADEQUATE TESTING, CON- GAS —The gas piping system was designed for a ral NECTION OR MODIFICATION OF ANY PART OF GAS OR of 7 to 101/2"of water column for natural gas and 11 to ELECTRICAL SYSTEMS, ESPECIALLY BY UNQUALIFIED of water column for LP gas. The manufactured home PERSONNEL, MAY BE EXTREMELY DANGEROUS AND supply pressure must be within this range for safe and MAY RESULT IN SERIOUS PERSONAL INJURY OR cient operation of the gas piping system. DEATH. 45 i UTILITY SYSTEM CONNECTION AND TESTING (Continued) The gas piping system was pressure tested for leaks 3. Check the gauge after 10 minutes;there should be no prior to shipment; however, it is essential that the system drop in pressure. be retested by qualified personnel for leaks prior to use. 4. Check the piping to appliances by pressurizing to at (Many utility companies require this on-site test.) The in- least 10 inches but no more than 14 inches water col- structions printed on the tag near the gas supply connec- umn and applying a bubble solution to all joints and tion must be followed (See Fig. 7-1). flexible connectors. In some localities,utility companies and/or building in- CAUTION: DO NOT PRESSURIZE THE SYSTEM ABOVE spectors may require additional tests as follows: THE PRESSURES STATED ABOVE. 1. Isolate all appliances with appliance shut-off valves. The connection to the gas supply should be made only PRESSURE SHALL BE MEASURED WITH A MER- by authorized representatives of the utility. CURY MANOMETER OR SLOPE GAUGE CALI- NOTE: BEFORE A TEST IS BEGUN,THE TEMPERATURE BRATED IN INCREMENTS OF NOT GREATER THAN OF THE AMBIENT AIR AND OF THE PIPING SHOULD 1/10 POUND. BE APPROXIMATELY THE SAME — CONDUCT THE 2. Pressurize the system to 3 psi and isolate the source of TEST AT SUCH A TIME DURING THE DAY WHEN AIR pressure from the gas piping. TEMPERATURES WILL REMAIN CONSTANT. Combination LP—Gas and Natural Gas System This gas piping system is designed for use of either liquefied petroleum gas or natural gas. NOTICE: BEFORE TURNING ON GAS BE CERTAIN APPLIANCES ARE DESIGNED FOR THE GAS CONNECTED AND ARE EQUIPPED WITH CORRECT ORIFICES. SECURELY CAP THIS INLET WHEN NOT CONNECTED FOR USE. When connecting to lot outlet, use a listed gas supply connector for manufactured homes rated at O 100,000 Btuh or more. ❑250,000 Btuh Before turning on gas, make certain all gas connections have been made tight, all appliance valves are turned off, and any unconnected outlets are capped. After turning on gas, test gas piping and connections to appliances for leakage with soapy water or bubble solution, and light all pilots. Fig. 7-1 NOTE: DO NOT BUBBLE CHECK BRASS GAS LINE FITTINGS WITH SOLUTIONS CONTAINING AMMONIA. 46 UTILITY SYSTEM CONNECTION AND TESTING (Continued) ELECTRICAL OUTSIDE DISTRIBUTION PANEL BOARD ALL ELECTRICAL WORK SHOULD BE PERFORMED Accessibility to distribution panel board,and the use of ONLY BY QUALIFIED PERSONNEL.The electrical supply unit switches as disconnect means, is subject to the re- connection to the manufactured home may be made by any quirements of the local inspection authority. of the following methods depending on the manufactured home construction and electrical service: ELECTRICAL SYSTEM TEST a. Listed 50 ampere manufactured home power supply With approved testing equipment, the following tests cord. (50 amp service only) should be performed before connecting to the power source: b. Permanent feeder connected to a factory installed mast • Continuity Test of Circuit Conductors weatherhead assembly. The routing, connection and A continuity test with all branch circuit breakers and support of the service drop is to be in accordance with switches controlling individual outlets in the "on"posi- local codes. tion should be conducted.There should be no evidence c. Permanent feeder routed to the distribution panel of connection between any of the supply conductors(in- through the factory installed feeder raceway which ter- cluding neutral) and the grounding circuit. minates beneath the manufactured home. A junction ' Continuity Test of Electrical Grounding System box or approved fitting must be used to connect the All noncurrent carrying metal parts of the electrical manufactured home feeder raceway to the supply system including fixtures, appliances and the chassis raceway beneath the manufactured home.The proper of the home should be tested for continuity with the feeder conductor sizes and the required junction box grounding circuit. sizes are given in Table 7. The following test should be conducted after connec- After the connection has been made,the following tests ting and energizing the electrical system. should be conducted using approved test equipment: Polarity and Grounding Tests of 15 and 20 AMP Recep- tacle Outlets 1. Continuity test of circuit conductors With circuits and lighting circuits energized, use a 2. Polarity test receptacle polarity tester to check polarity and ground- ing of each receptacle outlet. 3. Continuity test of electrical grounding system MANUFACTURED HOME ELECTRICAL SUPPLY REQUIREMENTS TABLE 7 CONDUCTOR SIZE' (AWG) MAXIMUM LOAD (TWO LINE GROUNDING FACTORY INSTALLED MINIMUM & MAIN BREAKER AND ONE CONDUCTOR FEEDER RACEWAY' JUNCTION BOX SIZE (AMP) NEUTRAL) SIZE (AWG) TRADE SIZE (IN.) SIZE 50 6 #10 1 1" 6" x 6" x 4" 100 3 #8 1 1/4" 8" x 8" x 4" 125 1 #6 11/2 10" x 10" x 4" 150 1/0 #6 1 1/2" 10" x 10" x 4" 200 3/0 #6 2" 12" x 12" x 4" 'Conductor size and feeder raceway sized for copper. 750C rated conductors,types RH, RHH, RHW without outer covering.THW or XHHW. WARNING CARELESS INSTALLATION OF TELEPHONE AND through and placing of communication cables within these CABLE TELEVISION LINES MAY BE HAZARDOUS. The cavities, to avoid contact with these home systems. Such manufactured home walls contain electrical circuits and the work should be performed only by qualified personnel. floor section may contain electrical circuits, plumbing or FAILURE TO FOLLOW THESE INSTRUCTIONS MAY duct work. Extreme care must be exercised during drilling RESULT IN SERIOUS PERSONAL INJURY OR DEATH. 47 UTILITY SYSTEM CONNECTION AND TESTING (Continued) Front or rear crossmembers MUltisection Frame Bonding or any set of outriggers on opposite halves B HALF A HALF Ground damp with screw ZG,..ndire should be the same used on panel box Typical Under Chassis Feed Connections _ d FLOOR FLOOR a. Flea conduit it�1 a CONDUCTORS 9 t b. Feeder conductors 6 b c J a c wa be R-Red'hot" d. Conaway ! a W-Whge'neLitral- f. Approveduit connector G.Green.� � e a 1. Approved electrical connector p. Irlwlated bus►urg b Typical Meter Base Installations and Grounding eaRANCH CnWUr, F;.MAIN R� T PANELoISCOMrECT ,, ELECTRODE c oa noLr . OnU40A►ErEA I PANEL BOX CO&~T1ON ELECTRODE OR019OM OVERFtEAD ENTRANCE SERVICE - DROP COMDULYOR UNDERGROUND ENTRANCE SERVICE CLEARANCES AND A77AC1�ENT JUAl61 MAar MAU ENCLOSURE ENTRY SMALL BE PER NEC�1N AND 00-C D TO ENCLOSURE algae GROUND YETER / eLa aAM aM NEUTRAL a16 MR WN PANEL SERVICE METER NEAR _ RASE aONDeA CONDIRT OR �a�1 MeE CARE SERVICE i Corn K. oRovc..o LUG ON C Aaca oROlaoo ELECTRODE To aRO JNDVd i orol,oa 4ECIn0eE ODE EMRAMI�aELOW ROOF L1E 4R i UTILITY SYSTEM CONNECTION AND TESTING (Continued) METER BASE AND PANELBOARD WIRING WITH MASTHEAD ALL ELECTRICAL WORK SHOULD BE PERFORMED their equivalent shall be listed and shall be not less ONLY BY QUALIFIED PERSONNEL. than 1/2 inch (12.7mm) in diameter. For homes with a factory installed meter base and mast- (3) The electrode shall be installed such that at least 8 head, the correct procedure for wiring is as follows: feet (2.44m) of length is in contact with the soil. It 1. The outdoor (weatherproof) meter socket and service shall be driven to a depth of not less than 8 feet entrance panel may be mounted at any location on the (2.44m) except that where rock bottom is encoun- exterior walls of the home with a fixed roof overhang. tered, the electrode shall be driven at an oblique 2. Bond the service entrance conduit to the service entrance angle not to exceed 45 degrees from the vertical or panel with an insulated bonding & grounding bushing. shall be buried in a trench that is at least 2-1/2 feet Use#6 (AWG) copper between ground lug on the bush- (762mm) deep.The upper end of the electrode shall ing & terminal on the panel. Use #4 (AWG) copper be flush with or below ground level. between ground lug on the bushing & terminal on the Other methods of grounding electrode shall be in accor- panel with 200 and 225 amp service. Where threaded dance with National Electric Code Article 250, Part H. coupling and threaded bosses on enclosures with joints 6. Equipment grounding connectors shall be bare,covered, exist, they shall be made up wrench-tight in lieu of or insulated. Covers or insulation shall be continuous grounding bushing and strap. and green or green with one or more yellow strips. 3. A label is attached outside the home and near the 7. Approved fittings to be site installed on end of service service entrance conduit termination which reads:"This entrance conduit to protect cables from abrasion. connection for 120/240 volt, 3 Pole, 3 Wire, 60 Hertz 8. Connect feeder conduit to conduit stub at distribution Ampere Service:' The correct ampere rating is panelboard. marked in the blank space. 9. See Fig.7-2 below. 4. A red label is attached adjacent to the service entrance breaker, which states: "WARNING — Do not provide Site Installed Mast Head electrical power until grounding electrode is instal- The mast head may be shipped loose for field installation led and connected (see installation instructions):' due to transportation height.The correct procedure for install- 5. The grounding conductor shall be connected to the ing mast head is as follows: grounding fitting suitable lugs, pressure connector, 1. Remove the temporary transportation cover from the clamps. Connections depending on solder shall not be meter base. used. Rod and pipe electrodes shall not be less than 8 2. Remove the 3" lag screws and the straps from the 2x4 feet (2.44m) in length and shall consist of the following blocks between the wall studs. materials, and shall be installed in the following manner: 3. Install the mast head and the feeder conductors as (1) Electrodes of pipe or conduit shall not be smaller shown in Fig.7-2 below. than 3/4 inch trade steel and, where of iron or steel, 4. Reinstall the 3" lag screws and the straps over the shall have the outer surface galvanized or otherwise conduit. metal-coated for corrosion protection. 5. Note that all the conductors are to extend 18"(min.) (2) Electrodes of rods of steel or iron shall be at least from the weather head.The mast head shall extend at 5/8 inch (15.87mm) in diameter. Nonferrous rods or least 30" (min.) above the roof line. Service Entrance Conduit(Rigid) Clamp-on weather head ► /1-1/4"min at 100 amp RED f/ 1-12"min at 150 amp BLACK 2"min at 200 amp WHITE 2-1 2"min at 225 amp Roof flashing neutral 1/4"x W lag screws U L listed outdoor(Type 3R) meter socket and service E equipment panel Pictoral 4 2 hole galvanized only,actual equipment may pipe strap va with each manufacturer Field install 4 wire feeder to distribution panelboard Use copper 75 �A H Service Entrance N, E Breaker degree C rated conductors(types RH,RHH,RW,w/o covering THW or XHHW). At 100 amp service-3-93(AWG)w/98(AWG)ground At 150 amp service-2-1/0(AWG), 142(AWG)w/#6(AWG)ground _ r�re3ce.�Hub At 200 amp service-2-3/0(AWG),1-1/0(AWG)w/#6(AWG)ground Run feeder in Rigid or At 225 amp service-2-3/0(AWG),1-1/0(AWG)w/#6(AWG)ground EMT conduit Conduit,rigid or 1-114"min.at 100 amp Service grounding electrode conductor,#6(AWG)bare -ram EMT To be Geld 1-1/2"min at 150 amp copper Coil 6'below floor to grounding electrode (Use installed 2-1/2"min att 225 amp #4 AWG with 200 or 25 amp service) 2"min 2 amp �� FIG. 7-2 49 CHAPTER 8 PROTECTIVE WINDOW COVERINGS If your home is destined to be set in Wind Zones II or III,then it has been designed to install protective window and door coverings, in the event of a wind storm.Two different types of protective coverings are available.Your home may have either, or both of these types. The first type of protective window covering is to attach plywood to a 2 x 4 member that has been installed around window and door openings.The plywood is attached to the 2 x 4 members with#8 wood screws.The type of plywood, screw length, and screw spacing will vary with the window or door size.See Table 8 for these requirements.Note that the window sizes listed in Table 8 are the small dimension of the window or door(See Figure 8-1). Large openings (such as sliding glass doors) are required to be covered with a plywood and lumber frame assembly.See Table 8 to determine when this is required, and Figure 8-2 for frame construction. Wfldow size. See / 2Y1 Reoeivar Table 8. / { / Window Size. See Table S. I / y Ii IPlywood I face = CERT _ grain #09703 Plywood STATE OF face ��� ��- grain /1 aB wood screws See Table 8 for size and spacing Fig. 8-1 f//o`I A i� Window Sae See Table ' �• 0. t 6.YC.Y\ / 2.e Race iv.r 2.2 any grade SPF / 3/8" Ply.—d. APA Rated E.t.rior "--------------- Sheath in9 with 20/0 span rating. ------------- i Fasten 2s21 to 2xea with 2-1d nails at each conn.ct ton 6" o.c.+`-- _---___-- ---,•I Plywood seem over 2s4 Plywood r face 9ra in I .� P8r3-1/2" rood screws, 6-o c into 2s4 receiver. Fasten Dlyr d to 2. Irami ng P2 SPF 2.as, laid member. w/full PVA wh I t a alue flat. r6" o.c and 60 nail• or e9.2- ecrera around. Fig. 8-2 50 PROTECTIVE WINDOW COVERINGS (Continued) PLYWOOD TYPE REQUIREMENTS Table 8 WIND ZONE 11 WIND ZONE III MAXIMUM WALL AREA WALL AREA WOOD WINDOW STANDARD WITHIN 3' STANDARD WITHIN 3' SCREW SIZE WALL AREA OF CORNER WALL AREA OF CORNER SPACING 14.5" 1 1 1 1 16" O.C. 24.5" 2 3 3 4 16" O.C. 30.5" 4 5 5 7 16" O.C. 36.5" 6 7 6 8 12" O.C. 40" 7 8 8 9 12" O.C. 46.5" 8 10 10 10 10" O.C. 72" 10 10 10 10 6" O.C. All plywood for protective window coverings is APA rated exterior sheathing.Thickness and span ratings will vary with win- dow or door size. Plywood listed below, with a higher number than is required by Table 8, may be substituted for a lower num- bered plywood. 1. 3/8"with 20/0 span rating. Fasten to receiver w/#8 x 2"wood screws. 2. 1/2"with 24/0 span rating. Fasten to receiver w/#8 x 2"wood screws. 3. 3/8"with 24/0 span rating. Fasten to receiver w/#8 x 2"wood screws. 4. 1/2"with 32/16 span rating. Fasten to receiver w/#8 x 2"wood screws. 5. 5/8"with 32/16 span rating. Fasten to receiver w/#8 x 2-1/4"wood screws. 6. 3/4"with 40/20 span rating. Fasten to receiver w/#8 x 2-1/4"wood screws. 7. 5/8"with 40/20 span rating. Fasten to receiver w/#8 x 2-1/4"wood screws. 8. 7/8"with 48/24 span rating. Fasten to receiver w/#8 x 2-1/2"wood screws. 9. 3/4"with 48/24 span rating. Fasten to receiver w/#8 x 2-1/4"wood screws. 10. Plywood with wood frame required. a `\`�t�;rrrrrrrii�� CERT — — - #09703 — STATE OF ,.r ,. �0 ]'~ -1 '' e FIG. 8-3 In the event of a wind storm, the corners of this home will sustain higher wind pressure than the rest of the home.Therefore, it is required that windows and doors located within 3 feet of any corner be designed to withstand these higher pressures.Figure 8-3 shows the typical locations of the corners.Table 8 has separate columns indicating the plywood requirements for standard wall area and wall area that is within 3 feet of a corner. After the wind storm is over and the plywood has been removed, all holes made by the screws in the 2 x 4s should be filled with a weather resistant caulk. 51 PROTECTIVE WINDOW COVERINGS (Continued) The second type of protective covering is to attach 3/4" plywood directly to the window frame.The plywood is attached to the window frame with#8 screws around the windows frame(top, bottom and sides).The specific instructions for each window manufacturer are shown below and on the next page. DANGER:STORM SHUTTERS CANNOT WITHSTAND SEVERE STORMS.TO AVOID PERSONAL INJURY OR DEATH, CONTACT LOCAL EMERGENCY SERVICES NOWTO IDENTIFY EMERGENCY SHELTER INTHE EVENT OF SEVERE WEATHER. This direct fastening application was designed and tested for use on Philips Products series#22, 23 and 24 lap windows. Do not use on any other products. DUE TO THE LIMITED TIME BETWEEN WHEN A STORM INSTRUCTIONS FOR INSTALLING SHUTTERS ONTO WARNING IS ISSUED AND WHEN THE STORM COULD A PHILIPS PRODUCTS LAP MOUNTED ALUMINUM HIT AT YOUR LOCATION, WE RECOMMEND YOU DO WINDOW THE FOLLOWING BEFORE A STORM WARNING IS 1. For each window size, measure the width and height of ISSUED: the exterior flange of the window. (These become the 1. Purchase#8 x 1"sheet metal screws(enough for all the shutter dimensions.) windows). 2. Determine how many shutters of this size are needed 2. Buy shutters and get them cut to size, and marked.The and get them cut to the proper dimensions. shutters must be 3/4"thick plywood. 3. Mark each shutter as to where on the home it goes, as 3. Store shutters and screws together in a dry place where well as marking which end goes up. they will be accessible. 4. Mark the screw locations on the shutter (as shown below). SCREW LOCATION DETAIL 5. With the help of an assistant, lift the shutter up to the window and center it on the window. SCREW LOCATION DETAIL 6. Position the shutter so that the bottom edge of the ply- wood is even with the bottom of the exterior flange of the frame sill. 3/i! (top & ddu) 7. Fasten the shutter to the window with #8 x 1" sheet metal screws.Make certain the shutter does not shift out r maxi num of position. HORIZONTAL CROSSECTION OF ATYPICAL ALUMINUM WINDOW INSTALLATION WITH AN ATTACHED STORE SHUTTER 3/4' PLY*= SHUTTER 3/1ir (bottom only) RIOUM OPENING STUD VERTICAL CROSSECTION OF SHUTTER 1MI"M FRAME `AMB RWALWION FASTEAER ATTACHED TO FRAME HEAD AND SILL �7/{6' HARDBO►�FTD 141W01Y EXTERIOR FLANGE All FRAME HEAD FRAME SILL 3/4" shutter 7/11r TRIM WORTWT: Im DUE 70 THE SHORTNESS OF _o EXTERIOR i FRAMEIXs�THIS�DAAENSICN ON THE --+-� L- 3/117 (at top and vldas) LIUST HE LWNTAINM �5%1' tarn 1 3/18" (bottom only)-J LU ILL. 0 Fig. 8-4 44i�Z' 52 PROTECTIVE WINDOW COVERINGS (Continued) 500 AIRPORT DR. MANSFIELD, TEXAS 76063 (817) 473-4421 INSTALLATION OF PROTECTIVE COVERING AS REQUIRED BY H.U.D. FOR ZONE II AND III The following pages illustrate the application of an exterior window protection in the event of storms (such as hurricanes)as required by H.U.D. Please Note: Installation of protective coverings(such as those listed below)will Negate Egress of the window. Homes with protective coverings (such as those listed below) can not be occupied while the coverings are in place. Parts Required: 1.3/4"plywood—enough for each window in the home. 2.#8 x 1"wood screws or longer(see below for quantity). The installation steps apply to both the vertical and horizontal sides of windows.The size of the window will affect the num- ber of fasteners needed. For windows with a face measurement of 30"wide by 30"high (or any smaller size), install 3 fasteners, spaced eight(8)to twelve (12) inches apart on the head and on the sill. Install four(4) fasteners, spaced eight (8) to twelve (12) inches apart on both the left and right frame sides. For windows larger than 30" x 30"with 46" x 60" being the Maximum size, add one fastener to each side for each addi- tional eight (8) to twelve (12) inches in width and height. To determine the plywood size, (use 3/4"thick plywood) measure the width and height of the outside (exposed) return fin (edge to edge). Position plywood over the window.With plywood supported, drive one fastener through the plywood and window return fin near center of the window sill. Repeat this procedure for the other required sill fasteners. With covering attached at sill, continue driving fasteners around perimeter of the plywood using the above spacing formula. DIP t After the storm has passed, reverse the above procedure to remove the covering. ~ �" Store materials for future use. • YOOSSF LAVI HARDBOARD 7/16 3/4 FLY 1IORIZONTAL SECTION 7/16 TRIM wood �� q Wood As Required By Design Aluminum Window Jamb \ I Wnnd •s Required By Design Asper MFG Standard / INTERIOR OF IIOMF WINDOW / RETURN FIN HARDBOARD 7/16 QB x 1"Screw O 12"O.C.M.x. 53 SETUP PROCEDURES (Continued) I Exterior Sheathing 500 AIRPORT DR. MANSFIELD,TEXAS 76063(817)473-4421 Installation of Protective Covering as Required by H.U.D. for Zone II and III The following pages illustrate the application of an exterior window protection in the event of storms (such as hurricanes) as required by HUD. ��a AS PER MFG STANDARD Please note: Installation of protective coverings (such as those listed below) will Negate Egress of the window. (� Homes with protective coverings(such as those ll listed below) can not be occupied while the VINYL WINDOW FRAME coverings are in place. Parts required: 1. 3/a"plywood—enough for each window in the '/•"PLYWOOD HOME INTERIOR home. a B X 1Y.'SCREW 2. #8 x 11/4'OR 1 1/2"wood screws I ®12"O C MAX WOOD AS REOD BY DESIGN (see below for quantity). The installation steps apply to both the vertical and horizontal sides 0 of windows. The size of the window will effect the number of fasten- ers needed. _7EI= For windows with a face measurement of 30"wide x 30"high (or any smaller size), install 3 fasteners, spaced eight(8) to twelve (12) inches apart on the head and on the sill. Install for(4)fasteners, spaced eight(8)to twelve (12) inches apart on both the left and right frame sides WINDOW RETURN FIN For windows larger than 30"x 30"with 46"x 60"being the Maximum VINYL Exterior Sheathing size, add one fastener to each side for each additional eight(8)to SIDING twelve (12) inches in width and height. To determine the plywood size, (use 3/4"thick plywood) measure the width and height of the return fin (edge to edge). Position plywood over the window. With plywood supported,drive one fastener through the plywood and window nailing fin near center of window sill. Repeat this procedure for the other required sill fas- teners. with covering attached at sill, continue driving fasteners YOOSEF LAVI around perimeter of the plywood using the above spacing formula. After the storm has passed, reverse the above procedure to remove the covering. Store materials for future use. Be sure to fill all holes 9 left by the removal of the screws with a suitable silicone type Jtj . sealant. Material should have a long life rating.This will prevent water and air from entering the home. S — �7� 9 54 PROTECTIVE WINDOW COVERINGS (Continued) Protective coverings may also be installed over doors and sliding glass doors in a different manner than described previously. First, remove the mounting screws holding the door frame to the exterior wall.Then place the plywood (or wood frame)from Table 8 over the door opening and fasten the plywood and door frame back into the wall studs through the same holes in the door frame.Use#8 x 3"wood screws 12"o.c.for doors.Use#8 x 4"wood screws 6"o.c.for sliding glass doors.See Figure 8-6 for a typical application of this type of protective covering. Door Size Door Frame Wall swda See Table 81 .1 J J J � R a /O a 1 i I I(I l/ sexr Wood Senwo Plywood from Tibia e Ir O.C.max. /8x4- - Al' Wood Serowe 6'o.e.for � J � a sliding glass door. CERT ' I _ # 09703 = - I J vo STATE OF AND I ANA. �N /0 NIA l SECTION B-B Plywood �- face #8 x 3" Wood Screws grain ` 12" oz. max. #8 x 4" Wood Screws 6" o.c. for a sliding glass door 1 Fig. 8-6 Due to the limited time between when a storm warning is issued and when the storm could hit at your location, Skyline recommends that the items necessary for the protective coverings be purchased and prepared before a storm warning is issued. Cut plywood to size and mark it relative to window/door location.Store plywood and fasteners together in a dry place where it will be accessible.Once the protective coverings have been installed, the home should not be occupied. 55 CHAPTER 9 FINAL INSPECTION Make a final inspection when home installation is complete to make sure that no items have been overlooked and that all work was done properly. Place special emphasis on the following"checklist"items: Water and Drain System.All water and drain systems work The free area of these vents must be equal to at least one- properly and do not leak. square foot for every 150 square feet of floor area of the Appliance Function and Operation.All fixtures and appli- home.The vent size must be increased to allow for insect ances have been tested and work properly. screens, slats, louvers, etc., used over the open vent area. Windows,Doors and Drawers.All windows,doors and draw- Low-Hanging Trees and Bushes.If there are any low-hang- ers work properly. ing trees or bushes near the home, trim or cut them.Think about the plants' possible movement during windy condi- Egress Windows. One window in each bedroom is desig- tions or when covered by snow or ice. nated as a secondary exit to be used in case of emergency. Exhaust Fan Operation and Air Flow. Check all exhaust Each exit window is labeled as such with operating instruc- fans for proper operation and air flow. tions. All shipping hardware should be removed, and the window should operate as explained in the window manu- Bottomboard. Carefully inspect the bottom covering of the facturer's instructions. home for loosening or tears from installation of pipes or Exterior Siding and Trim.There are no gaps,voids,or miss- wires. Seal openings around the floor perimeter, pipes or ing fasteners, and all seams are sealed. pipe hangers and splits or tears with weather-resistant tape. Stack Heads and Vent Pipe Flashings on Roof. All stack Anchors and Straps.Be sure the correct number of anchors head or vent pipe flashings are properly attached and have been installed at the proper angle, and that all straps sealed. have been tightened. Composition Roof.All shingles are properly attached, none Interior Details. Inspect for, and correct, all interior finishing are loose or missing, and all holes are filled. details, such as loose molding, carpet seams, etc. The retailers' representative should inspect the home with the Skirting Ventilation. The skirting around the home has homeowner, give the homeowner a copy of the Home- non-closing vents, located at or near each corner as high as owner's Manual, and brief the homeowner about main- possible to cross-ventilate the entire space under the home. taining the home. 56 INSTALLATION INSPECTION CHECKLIST TO ENSURE PROPER HOME INSTALLATION AND HOMEOWNER SATISFACTION, THE FOLLOW ING ITEMS SHOULD BE CHECKED DURING OR PROMPTLY AFTER THE INSTALLATION AND BEFORE THE HOMEOWNER TAKES POSSESSION: INSTALLATION / PLACEMENT: ❑ Alignment/Close-Off DW ❑ Foundation ❑ Level ❑ Tie Downs UTILITY CONNECTIONS ❑ Fuel ❑ Sewage ❑ Water ❑ Cross-Over Duct ❑ Electric EXTERIOR ❑ Doors ❑ Roof ❑ Windows ❑ Siding/Trim INTERIOR ❑ Ceiling ❑ Paneling ❑ Trim ❑ Floor Covering/Drapes ❑ Electrical Systems/Fixtures ❑ Doors ❑ Cabinets ❑ Plumbing ❑ Furniture ❑ Appliances ❑ Keys ❑ All Manuals ❑ All Warranties 57 Corporate Office— P.O. Box 743— Elkhart, Indiana 46515 DCP 6-99 Mau 08 00 10: 54a COACH CORRAL , INC. 3GO-755-0187 p. 2 MAGNUM FO, UNDATION SYSTEMS Manufacturers of Engineered Foundations for Manufactured Housing and Earthquake Resistant Bracing (541) 942-3465 + 77328 Mosby Cr. Rd. + Cottage Grove, OR 97424 '1:1 Mai 08 00 10: 55a COACH CORRAL, INC. 360-755-0187 p. 3 io w WN J► J/. 4 CNr-�_ L r n �, N✓J►iW z N � U v< JO�y YN � �Y!7�a° N � i37p .•.' ' 00 •L�J� �<ur �� rNo�Cs� � 7w $AF u, < LU i �iS°oy eJ N W �ci�ltiz �OozFz= C �o oc� 3 H e°co35�p _ OFo~DuiaU i VJ E �rW S. �U V,",LL<00 O `U ^� u %! r W tjuQ<il<n3 Smxua Z >�="�n .71iJ:cWJtt tN3 3_� f ` �� d W yNj F';^S liW tFi�� Hxu'°\7'r C7C u;i�<u GAO a � O ;�i:3u h wy�Sa��O K ��K 41 w<Ftt�.(T<F fA 3N<adme.J n.< VO F h�ItKZCt .�U�i VOiJ •JI VIYnE e� °K'' 7.YU�LLS oewN 'ci<w wetOUN 7r W��•((t 0�� O!NDegL"s � i� N OQ� yQ 2OruJ Ooj J'SJ y�< <t�<,$W K<rdX C'V OJgG �W Va�p1 q <'Jj pE[W S O7sM �GOt WjO y°j>�Sjl.< rNN W�Nr Zly_WU OGjy U V 77 C'lp F,w Js10yt K J� < VO�N�SIN1 wWW_t �,W� „1 ONE GS \eJ 0 F WN E� 94 r_f zQJo W°zz` yo. � uNr i>2Ni O Gc W� W= J<�Yy (�NO<WJx W 7 �_ 26OWJ x J6 ze Y V PHI p[CS 0.3W OJ< tl=ppW I 1 �U O< a? 47 <M o0Y < U 11O3LL WFOO 7.� fir` y;�i �t3a NJ fro3 °�'��x 90 sv eV 1� i O Cj °W 4w< et n 3z v3 aims Z p OS 077 {0 cXFL 11(� 1yE�5 z7 j(�J �j� r `p(�7 ��•y V+�vg o m gJCJ 7N 7 T.�(IIWR }1•. O WQO �WS �N °{;y u_iy°j'FJ o= o�l� N7.< IIFMM Vr JNJ zlag LL7 OJ x.O 0 80. 70 O* ShWZO o!" Oy rc Wo� >�V7 rI err~o 38 Q WKWW CK� r� <r SLO�r �7 IJ rm Wey. 7 CWiL WWW N W° (JY.Y_lr.. d W zi, vNi7CN V) J`OO wsia �< mLL <zjj SNWI•Y j 077_ 000 UGuI JO OSK W t,lO G <t WZZZ < W J1y UFS3Z < Z 7a VpU , ux tN j<tt tit W3roN O§ 'r< Gl Lai Oy,o•60. i'pO 0.3 3<OVK O O .� Q3 Qso xx3z 7y: ewcT°u 3 u -w OilZ4 [N! ma38p8( jxxp3p pspl S �1a 06� m<sF_,,;7 WNt[(u=t(� F W y� YJHZ 7OrW O%FFu 4! t.1 N WCJ. JZ�ZO J3 JWW C Cv n m Ns G S �d3.�o {✓ w '•� �M'.' oT3�r� n<1i r 7NN<jWt�Z3JF<N NW<WW y<N,�, N 5O O SYF.Wi NFF`<�OO ~z J WN<I`C FxO 1�6pGi ... - - - -�-O y O, r � O ZI 0ZrOF O X-C 2. Om ♦v":;X ".. y tux8V < NB oy 0z u Rai OV �•O 9 1,Vp <VCWJ 72106 <H u O Z SV w1- Jr�NoW mo'xwZJ— Wrzo qog 7NWu9 ut:Qv -_� v�1(1 Z..F-.(<], ``pf1si.3N<�W,Sn O,3Qi<,EKS�J_rw�r°JO.(LLQarrWFCCZ v�'''13o0C�3J%r52-.JmiOo43 NOL<9r ET"au 7o7O7..�Nr1>'^.1�~r<swO<�W°W7ar.FITn NtT°]«'r5UuW kJFtt NeN°cSJNOW-oY�ySJ�INfll�m..Ky �.C76iS:i rrtzJ,��FK7.3irZ -1 LLNV See' W . 'S w < Og i W°JJ m W 1 8�1= ., Sr ✓r C �$ DO I p 3 K sO �I TII.IYI,M,N.Y1.R/'11.M1.11N 1.•�I ri:u l,N:i:rc � ��� Iv�'�p .Da,O� (J O•IVJ.;NV N 1.....,.4•,V.. O- Q L 4 rA cn ch n ,lp�NEERf Q t� n sae S tn tn Z w _ V a Mau 08 00 10: 55a COACH CORRRL, INC. 360-755-0187 p. 4 A111 CNUM I.OUNDA77ON S1'S77s'A? phone.-(511)912-3.165- C'ul/agr Grove, 0rcP111 1%ax:(,511) 7(7 0279 1-I1ca11 Clamp Plalcs M Large rcinforccd bearing plate. free spinning head,allows adjuslmcnl wilhoul removing clamp plate. Large adjusting nut for final adjuslmcnl. I lcovy duly final adjuslcr,up to 3 1/2"adjuslmcnl. Support colunnns Far exceed all required test loads. Coarse adjustmcnl holes, increments of 2"ca. I leal treated bolt for coarse adjustmcnl. Largc 314"Ixrlls for solid stand to Pad allnlchmcnl. 11cavy(July large area base Plalc for load distribution. PATENT PENDINd Stand Sizes a( pprox) A. 13 112"l0 19 8 16 112"10 23 1/2" C 2 C 1/2'to 3 1" 1) 24"to 39' F 77••10 S2" Nole Stand E'must be cross braced P d5 lr_ ;i�lie wcighl, high strenghl concrete dw are steel and fiber rcinforccd. `I 2 I/ Mati 08 00 10: 55a COACH CORRAL, INC. 360-755-0187 p. 5 MAGNUM FOUNDATIONS SYSTEMS MANUFACTURERS OF Engineered Earthquake Resistant Foundations For Manufactured Housing flnb Linse with 30years of experience in manufactured hou$i11r;. Worked in all 3 major earthquake+In California. Hurricane force winds in 1982 which knocked homes off Ilie+lands. Former owner of Quake Brace system that was put In the lest In 1989 and 1992 wills no failures to the system. Swede Often brings 40 years of experience in steel welding design and predsion manufacturing.Caterpillar and aircraft background. Stale of the art manufacturing experience. Magnum Foundations helps eliminate vibration and movement In file home California approved seismic zone 4; most of Orrgon and Washinglml are seismic zone 3 No He downs required on double wide homes In Orepon,for high winds .Magnum stands,with 2" adjus11ne1u1s,and a powerful 3 1/2'final adjustment makes Magnum(lie easiest and most adjustable stand on Ole market today Stands size 8"to 48',height with pads 12'to 52' All elands are available with cross bracing. Cross bracing requiired on 36'through 48'$lands Large bearing area on stand eliminate highly concentrated hearing points on the frame and gives a solid allachmcnl to Ole home. Pads are made out of light weight high strength concrete that is steel and fiber reinforced. Magnum cenecrele pads will not rotor warp, they are made to last a lifetime Magnum Foundation is simple to install, with easy to understand Instructions Magnum Foundation can be moved and reused Magnum Foundation gives you one of file most advanced and strongest Earth Quake resistant foundation system available a m D o e � LB N D D s� D L9 to [] QJ � Dto 0 Gl I I tU tip tip 1 I o a m ft m Lip a m LEGEND MAMMM Pif7t AND PAD. SCE NOTE 04 lPft'ERMPDIATE PIER AS REQUMED DY 161.11.MAMACTIME Cross Bracing IDO3IIN01DEdlt \\\\ i IIIIILYG_L2II2'a1 L�'i N ALE'NkT3 S7 olti Lxrcrr A`Nat= jo !111rAM C1APir.pVD�'1[M M Maw 08 00 10: 55a COACH CORRAL, INC. 360-755-0187 p. 6 Bob Linse, President of Magnum Foundation Systems, saw the need for a much stronger foundation system after working in the last 3 major earthquakes in California. The engineers who wrote the 1997 Uniform Building Code came to the same conclusion of a need for stronger attachments and a greater load capacity (vertical and horizontal). Magnum Foundation Systems was developed with these points in mind. The new Manufactured Homes are built better and are a lot heavier than they were'in the 1980's. Magnum Foundation's adjustment system is unequaled for strength, and lifting capability. With a larger and stronger bead design, and a better attachment to the frame and support column. This is very important for a load transfer and a final level of your home. Magnum steel support column with its thick steel mounting plate gives a solid attachment to your runners, or to our large high strength reinforced concrete pad. Bob had many homes on load bearing systems, in the Loma Preita, and the Northridge earthquakes. The damage was minor. Most of them just needed their piers and blocks put back up, and be releveled. All of Bob's customers were able to stay in their homes after the quakes. Many of their neighbors, however, were out of their homes for weeks, spending thousands of dollars to get them back up and repaired. Earthquake Insurance deductibles are high, costing 10 to 25% of the insured value of your home. We have only two choices according to State Geologist Don Hull who says, "Reduce the risk before the earthquakes, or pick up the pieces later." Ma.y 08 00 10: 56a COACH CORRAL, INC. 360-755-0187 p. 7 MAGNUM FOUNDATIONS SYSTEMS ENGINEERED SYSTEM FOR MANUFACTURED IIO[ISING Permanent Foundations that are earthquake resistant and certified for seismic zones 4 in California and approved in Oregon and Washington. Magnum is an engineered system for high winds 80-110 MPH, snow loads to 5011, and Flood planes to 4 R. Outstanding FCMUr'es Of Magnum Systems Magnum is a heavy duty full time load bearing system. Pads and stands were tested to 45,00011 Large Clamps provide a solid connection to the Frame. Large bearing plate prevents highly concentrated loads that could damage your frame. Our unique adjusting mechanism is one of the strongest 1 and easiest to use in the industry, and provides lifetirnc releveling capabilities. ..r The large size and strength of our support column and base plate enables us to go up to 41. high. Our large pads are made of high strength concrete that is fiber and steel rebar reinforced, and provides over G tt of load bearing area, eliminating most settling problems U.S. Patent # 5,862,635 Magnum's engineered systems meet the requirements of most lending institution, including F11A and VA. Check with your local office. To date Magnum has not been turned down by any lender. Magnum exceeds All requirements of the 1997 Uniform Building Codes. Additionally, no state, county, or city has refused Magnum's engineered system. Call Magnum Foundation Systems for information or your nearest dealer. (541) 942-3465 City of Arlington Building Dept FIRE DEPARTMENT CHECKL.I,%%I PERMIT # DATE: NAME: Z- L'2-/7,/ r i ADDRESS: /�,�-ID J �"/ �l1f' �� LEGAL: i BUILDING USE: ( 1 ) C. % OCCUPANCY CLASSIFICATION: A B E F H 1 2 2.1 3 4 1 2 3 1 2 1 2 3 4 5 6 7 I M R S U 1.1 1.2 2 3 1 17 3 1 1 2 3 4 5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. I ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR N Item inspected&completed Signature & Date: Site Plan: Approved Denied Access Requirements: Required: Fire lane: 41 Sprinkler system: 4/0 Alarm system: J Fyn�6-e, Knox Box: ---- Fire extinquishers: Hydrant: l # of hydrants required: Location of Hydrant: r-y i!>r/"o 6 G--< Location of Knox Box: Location of Fire Extinquishers: -T]c2 Fire Flow requirements: K;AAC-- Location of address on building: FIRE DEPT: 1,•-- Date: ignature BuilMorm\Mchecklist II ■� � i_ I r II ■ I I I I — ■ ■ ■ ■ L WIN. ■ 7 — ■ — ■ 1 — or — — — — — M — — — — — I I I _ I I _ I II City of Arlington Building Del'---) FIRE DEPARTMENT CHECKL.1S PERMIT # �(�j� DATE: NAME: ADDRESS: ��7 O ����U� LEGAL: BUILDING USE: ! OCCUPANCY CLASSIFICATION: A B E F H 1 2 2.1 3 4 1 2 3 1 2 1 2 3 4 5 6 7 I M R S U 1.1 1 1.2 F2T3 1 1 3 1 1 2 3 4 1 5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR N Item inspected&completed Signature &Date: Site Plan: Approved Denied Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: _ # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: <gmture Build\form\fdchecklist City of Arlington Building DeD PUBLIC WORKS DEPARTMENT CHECKLIST PERMIT # qO6 2 DATE ACCOUNT # NAME: ADDRESS: LEGAL: BUILDING USE: ! # OF BUILDING UNITS: i, TOTAL ERU DESIGN UNITS: Item is inspected,and complete Existing Required SIGNATURE: Date WATER METER REQUIRED: ✓ _ HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: BACKWATER VALVE: SEWER REQUIRED: Off site On site CURBS: Off site On site SIDE WALK: Off site On site PAVING: Off site On site STORM DRAINAGE: Off site On site PRETREATMENT DISCHARGE PERMIT: YES NO WATER/SEWER FEES PAID: YES NO__$, B1uildV'onnslu- cck� 440 \ to ) L � i L \ 1t � 1 6� a .rLJ,1 1 1 i i 1 �- u•5 r i �'■■ i r. �-il�i i iF El I. J } City of Arlington Building Del, PUBLIC WORKS DEPARTMENT CHECKLIST PERMIT # / °``�" S DATE ACCOUNT # �^ NAME: ADDRESS: LEGAL: ,S _ _ �~_ BUILDING USE: / # OF BUILDING UNITS: TOTAL ERU DESIGN UNITS: Item is inspected and complete Existing Required SIGNATURE: Date WATER METER REQUIRED: _ HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: BACKWATER VALVE: SEWER REQUIRED: Off site On site CURBS: Off site On site SIDE WALK: Off site On site PAVING: Off site On site STORM DRAINAGE: Off site On site PRETREATMENT DISCHARGE PERMIT: YES NO WATER/SEWER FEES PAID: YES NO Build\fbnns\u-check r - I MINIM 0 ON I M.1 . i-T I I NJ T T= r 1 11 J ■ I I 1 1_ 1 71 CITY OF ARLINGTO1. CONSTRUCTION PERMIT ❑COMBINATION IN BUILDING ❑MECHANICAL ❑ PLUMBING ❑SIGN PERMIT NO. 14 n 0 OWNER MAIL ADDRESS CITY ZIP PHONE John Berry 19430 59'h Avenue NE Arlington 98223 (360)435 5737 ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP PHONE Coach Corral 377 South Burlington Blvd. Burlington 98233 1-(800)708-4633 GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PI ZONE LICYN51 N John Berry 19430 59'h Avenue NE Arlington 98223 (360)435 5737 MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LIC ENSF.8 N/A PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICGNSF u - N/A CLASS OF WORK ®NEW ❑ADDITION ❑ALTERATION ❑ REPAIR ❑DEMOLITION ❑BUILDING RELOCATION VALUATION OF WORK S DESCRIB•WORK — Installing a manufactured home&connecting up sewer,water and electricity PROPOSED USE OFBUILDING 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED T]I1S Night Watchman's Quarters APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRI.:Ci' ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING TIIIS LEGAL DESCRIPTION OF PROPERTY(SHOWN BELOW OR ATTACH FOUR TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED COPIES) HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT LOT_3 BLOCK OF Short Plat recorded under PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE Auditor's File No.9608015001 PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CONSTRUCTION. PERMIT EXPIRES I YEAR FROM DATE OF ISSUANCE. SIGNATURE OF AUMORIZED AGENT DATE TAX ID NUMBER FROM PROPERTY TAX STATEMENT 223105-4-016-0006 yx__ U JOB ADDRESS 17403 59'h Avenue NE Arlington, WA 98223 (OFFICE USE ONLY) PLUMBING MECHANICAL NO. TYPE OF FIXTURE FEE x's FIXTURES NO. TYPE OF E UIPTMFNT FEE x's FIXTURES WATER CLOSET(TOILET) AIR COND.UNITS-H.P. EA. Equip list BATHTUB REFRIGERATION UNITS-H.P.EA. Equip list LAVATORY(WASI I BASIN) BOILERS-H.P.EA. Equip list SHOWER GAS FRIED A.C.UNITS-TONNAGE EA Fquip list KITCHEN SINK&DISPOSAL FORCED AIR SYSTEMS-B.T.U.MEA DISHWASHER WALL HEATERS-B.T.U. M LAUNDRY TRAY UNIT HEATERS-B.T.U. M CLOTHES WASHER EVAPORATE COOLERS WATER HEATER CLOTHER DRYER URINAL VENTILATION FAN DRINKING FOUNTAIN RANGE HOOD COMMERCIAL FLOOR DRAIN AIR HANDLING UNIT- CPM VACUUM BREAKERS STOVE ROOF DRAINS-RAINLEADERS METAL FIREPLACE&CHIMNEY SINK(SERVICE-BAR.ETC.) WATER HEATER GAS PIPING 19up to 5 a S3.00.addnl =75 •'Equipment lisl must be provided SUB TOTAL S SOB TOTAL Is PERMIT S PERMIT Is TOTALFEE S TOTAL FEE Is SIDE YARD SETBACK STREET SETBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE 9--to `o b FEE RECEIPT NO USE ZONE LOT AREA VACANT SITE FEES VALUATION FEE-' ❑YES ❑NO TYPE OF CONST. OCCUPANCY GROUP NO.OF DWELLING PLAN CHECKING NG UNITS SIZE OF BLDG. NO.OF STORIES MAX.OCC.LOAD BUILDING S FIRE SPRINKLERS PLUMBING REQUIRED ❑YES ❑NO COMMENTS MECHANICAL STATE BLDG.CODE ENERGY CODE /( SURCHARGE t i PENALTY U.B.C. RECEIVED SEC.303(a) WATER/SEWER FEES TOTAL a MAY 1 0 2000 o �v PERMIT VALIDATION WHEN PROPERLY VALIDATED(IN THIS SPACE)THIS IS YOUR PERMIT AND RECI-IPT PAID CRN BY BUILDING OFFICIAL DATE RECORDS COPY m r: n m D m� "� z Z�r____�____��� :� ":�,ee, .,, e , _... ,... ., ,< ,, <. .a... .... , ...> ;a.�.. .. _,.,,,. ,.�_ ..�> ._a, ,.v���o�. .r,� " ,4.> ,... 3., . .. �w,an., •,,, ..... 59TH AVENUE N.E. N N M= r. -• D -+. D� -•s,. 3k < at ,fi x`r'�.< k'�� .k-l'=H ., 51 3,k 3,✓,. �: r ;,. :.c a' w fiXY;F ` ;t >T . . t'• +- < :,` rn x co _ 'y00 —� X N4.. ys, f~ ~ 'f 00. Z Nr D G> n rn i Zm s ' -TiICLA X Mm f Z D X w • m m -{ Fri D Z � O X x X � X �• Ut W N Z -Gp C=� J a. n Cn U) _{ � Z D D < Z D =mac r l L7 " OK, z m X M _X Co Co O Z y D o = �,I v? 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