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HomeMy WebLinkAboutINSTALLATION MANUALN�. J,wo INSTALLATION MANUAL Keep this booklet with your manufactured home. Title IV of the Housing and Community Development Act of 1974 provides you with protection against certain construction and safety hazards in your manufactured home. It is impo I that you keep this booklet and give it AW ho buys the File Copy manufacWred-hom you. NOBILITY HOMES, INC. C3 Uj > -v O 0 C T 1 G 2008 �. INTRODUCTION cc CL C- Federal Manufactured O PLEASE READ THIS MANUAL BEFORE BEGINNING SET-UP Home Construction And Safety Standards Thank you for purchasing Nobility Home. Your home was designed, engineered, inspected, tested and approved to be in conformance with the Federal Manufactured Home Construction and Safety Standards in effect at the time of manufacture. This manual is intended to f�nish information for site preparation, foundation and piers, tie down and electrical, plumbing and utility connections. THE IMPORTANCE OF CO�RECT SET-UP CANNOT BE OVEREMPHASIZED. Correct set-up is absolutely essential to homeowner satisfaction. If you are not certain of the proper procedure, or you encounter unusual conditions, please refer to the procedures contained in this manual, or contact your dealer or factory service representatives. Set-up should be done only by qualified and preferably profess`onally trained installers. Installer means the person or entity who is retained to engage in or Tho engages in, the business of directing, supervising, controlling or correcting the initial installation of a manufactured home, as governed by part 3285 of this chapter. The contractor or dealer performing the set-up must be licensed and bonded in the state of Florida. The homeowner, with the dealer and set-up crew supervisor, should inspect the work to see if thi home is properly set-up and any problems found should be corrected as soon as possible. Manufactured homes are designed to meet specific wind, thermal and roof load zones. The zone maps are included on the following page. The data plate is located in the master bedroom closet and specifies which zones the home ,7as designed for. A home placed in the wrong zone does not meet the requirements of the Fed Manufactured Home Construction and Safety Standards. Installation suitability. (a) Site appropr%ateness. Before installing a manufactured home at any site, the installer must assure that the sit is suitable for installing the home by verifying that (1) The site is accessible; (2) The site is app opriate for the foundation or support and stabilization system that is to be used to install the ho , e in accordance with the federal installation standards or alternative requirements in part 3285 o this chapter; (3) The data plate required by §3280.5 of this chapter is affixed to the home, that the home is designed for the roof load, wind load, and thermal zones that are applicable to the intended site; and (4) The installation site is protected from surface run-off and can be graded in accordance with part 3285. (b) Installer notification of unsuitable site. If the installer determines that the home cannot be installed properly at the site, the installer must: (1) Notify the purchaser �r other person with whom the installer contracted for the installation work, identifying the reasons why the site is unsuitable; (2) Notify the retailer that contracted with the purchaser for the sal of the home; identifying the reasons why the site is unsuitable; (3) Notify HUD, identifying the reasons why the site is unsuitable; (4) Decline to install the home until the site and the home are both verified by the installer as suitable for the site under this section; and (5) Ensure that all �nique characteristics of the site have been fully addressed. (c) Installer notifications of failure to comply with the construction and safety standards. If the installer notices and recognizes failures to comply with the construction and SU-2 NOBILITY HOMES,INC. safety standards in part 3230 of this chapter prior to beginning any installation work, during the course of the installation work, or after the installation work is complete, the installer must notify the manufacturer and retailer of each failure to comply. (d) Relailer notff cation. The retailer must provide a copy of the notification receiver in paragraphs (b) and (c) of this section to any subsequent installer. This manual is approved and on file with Hilborn, Werner, Cater & Associates Inc. (HWC). the Design Approval Primary Inspection Agency (DAPIA) responsible for approving the manufactured home designs, quality control program, home owners manual and set-up manual. Prepared By: Nobility Homes, Inc Engineering Department 3741 S.W. 7TH Street Ocala, Florida 34474 Revised October 2008 March 2010 August 2011 March 2013 February 2016 A.�)L j r., 0 I LLJ > Revised o = APR 8 2013 0 CL 11 Federal Manufactured M Home Cons=tion O And Safety Standards SU-32 NOBILITY HOMES, INC. --QNoss: HwniL Cod Zuni, I" V1r* Items an Scud► Zoei DESIGN ROOF LOAD ZONE MAP South 20 PSF (diddle 80 PSF North 40 PSF ZONE MAPS OF THE UNITED STATES STRUCTURAL DESIGN Norte Basic Wind Zone Map for Manufactured Housing WA �__ ` MT ND Irk... NIf 71 l NN P///��r •. �'h SD WI I G 1 OR ID MI J rNY 6 Np •' WY IA to , •� IL IN DII NI NV IJT co ks Np ��• VA \\DE 4 D.� G ft fUm and G[ All in l c � \ Az NM sc — ix 1 P111. 5 In NDM- See Srctlun 3200.30S(c)(2) for urns included in each Wind Zonc. AC U/O Value Zone Map. xi.for Manufactured Housing �r...�. y1am, 70f ,�•; "E.eY`J �f 0.079 m LU 0 OCT 1 2008 C Federal Manufactured How Coneduction �4 And Safety Standards III SU-4 NOBILITY HOMES, INC. TABLE OF CONTENTS INTRODUCTION....................................................................................................................................... I & II LOAD ZONE MAPS OF THE UNITED STATES............................................................................................ III TABLEOF CONTENTS....................................................................................................................................IV SET-UP INSTRUCTIONS SITEPREPARATION........................................................................................................................................ I SUPPORTREQUIREMENTS................................................................................................................... PIERTAGS......................................................................................................................................................... 3 POSITIONING.................................................................................................................................................1. 7 SET-UP PROCEDURE....................................................................................................................................... I I SINGLEWIDE SET-UP.....................................................................................................................................12 MULTI WIDE SET-UP................................................................................................................ ............... 13 MULTI WIDE ALIGNMENT PROCEDURE....................................................................................................19 TIE DOWN AND ANCHORING.......................................................... :............................................................ 22 TIE DOWN SYSTEM OVERVIEW................................................................................................................. 23 ENGINEERS LETTER, GROUND ANCHOR INSTALLATION..................................................................... 24 TYPICAL SIDEWALL AND FRAME TIE DOWN.......................................................................................... 25 MARRIAGE WALL VERTICAL TIE DOWN.................................................................................................. 26 INSTALLATION STRAP AND SIDEWALL FRAME ANCHORS................................................................. 27 TYPICAL SINGLE WIDE TIE DOWN INSTALLATION............................................................................... 28 TYPICAL SINGLE WIDE SHEARWALL TIE DOWN SYSTEM................................................................... 30 TYPICAL DOUBLE WIDE TIE DOWN INSTALLATION.............................................................................. 32 TYPICAL DOUBLE WIDE SHEARWALL TIE DOWN SYSTEM................................................................. 34 LONGITUDINAL FRAME TIE DOWN INSTALLATION.............................................................................. 36 MAXIMUMTIE DOWN SPACING................................................................................................................. 37 TAG UNIT SET-UP / QUAD UNIT SET-UP.................................................................................................... 39 TAG / MAIN UNIT CONNECTIONS............................................................................................................... 40 HINGEDROOF.................................................................................................................................................. 41 GENERALNOTES........................................................................................................................................... 41 DRAIN PIPING INSTALLATION..................................................................................................................... 42 WATER DISTRIBUTION PIPING INTERCONNECTION.............................................................................. 43 CROSS OVER ELECTRICAL INTERCONNECTION......................................................................................43 SMOKE ALARM WIRING AND TESTING..................................................................................................... 44 UTILITY CONNECTIONS / INSTRUCTIONS WATER SUPPLY...................................................................... ......................................................................... . 44 WATER DISTRIBUTJON PIPING PRESSURE LUA ITA77ONS..................................................................... 45 WATER DISTRIBUTION PIPING FREEZE PROTECTION........................................................................... 45 DRAINCONNECTIONS................................................................................................................................... 45 FLOODLEVEL TEST....................................................................................................................................... 45 OPTIONAL EXTERIOR UTILITY CONNECTION......................................................................................... 46 CLOTHES DRYER EXHAUST DUCT SYSTEM.............................................................................................. 46 FIREPLACE AND FIREPLACE STOVE AIR INLET DUCT.......................................................................... 46 ELECTRICALSYSTEM.................................................................................................................................... 47 ELECTRICAL POWER SUPPLY FEEDER...................................................................................................... 47 TYPICAL SERVICE CONNECTION ........................................................................................................ 48 EXTERIOR LIGHT AND CEILING FAN INSTALLATION...................................................................... 49 ELECTRICAL TESTING........................................................... GAS FUEL CONNECTION....................................................... Q .....50 49 GAS PIPING LIMITATIONS .... :............................................. W -� ..... .. 50 CROSSOVERS. Revised -00 51 GAS PIPING TEST FOR LEAKAGE ........................................ O 51 HEATING OIL SYSTEM........................................................... m MAR 15 2010 o ..... s 1 TELEPHONE AND CABLE TV LINES INSTALLATION...... CL m< .....52 SKIRTING.................................................................................. C. Federal Manubctumd R7 .....52 CRAWLSPACE VENTILATION . Home Construction v ..... < 52 BOTTOM BOARD REPAIR ...................................................... And Safety Standm * 53 FINALCHECK.................................................................................................................................................. 53 GENERAL INFORMATION PLANNINGAND PERMITTING...................................................................................................................... 54 MOVING MANUFACTURED HOME TO LOCATION.................................................................................. 54 PERMITS, ALTERATIONS, AND ON -SITE STRUCTURES......................................................................... 54 UTILITY SYSTEM CONNECTIONS..........................................................................................:.................... 55 MANUFACTURER ADDITIONS TO INSTALLATION INSTRUCTIONS.................................................... 56 TEMPORARY 1LOCKING FOR DISPLAY HOMES...................................................................................... 57 TEMPORARY BLOCKING FOR STORAGE HOMES.................................................................................... 57 FIRESEPARATION.......................................................................................................................................... 58 FLOODHAZARD AREAS.............................................................................. .............................................. 58 SU-5.1 IV All drainage must be div per foot away from the fo other physical conditions otherwise graded to drain be protected from surface in which surface water m installation instructions downspouts. If suitable, downspouts are installed, designed for gutters and d NOBILITY HOMES, INC. ©(� W SET-UP INSTRUCTIONS 0 OCT 1 6 2008 p tZ SITE PREPARATION 0- Federal Manufactumd r1'1 Home �s�+Cu, °II_ d Saf S erted away from the home and must slope a min 'one- me undation for the first ten feet. Where property lines, walls, slopes, or rohibit this slope, the site must be provided with drains or swales or water away from the structure, as shown in figure 1. The home must run-off surrounding area. Grade site that there will be no depressions ay accumulate beneath the home. Manufacturers must specify in their wl ether the home is suitable for the installation of gutters and the installation instructions must indicate that when gutters and & runoff must be directed away from the home. This home is not 10' MIN. %MINIMUM SLOPE 1/2 IN. PER FT. I � i FIGURE 1 To help prevent settling or s � gging, the foundation must be constructed on firm, undisturbed soil or fill compacted to at least 9I0 percent of its maximum relative density. All organic material such as grass, roots, twigs, and wood scraps must be removed in areas where footings are to be placed. After removal of organic material, the home site must be graded or otherwise prepared to ensure adequate. drainage, in accordance with §3285.203. Foundations for homes design, must be designed by the mane acceptable engineering practii manufacturer's instructions, a the foundation for the special live loads greater than 40 psf. the home must be for weather The soil classification and bea is constructed and anchored. ' one or more of the following r in paragraph (f) of this section accepted engineering practice; Having Jurisdiction (LAHJ); c bearing capacity cannot be det d for and located in areas with roof live loads greater than 40 psf 7acturer for the special snow load conditions, in accordance with Where site or other conditions prohibit the use of the -egistered professional engineer or registered architect must design now load conditions. Ramadas may be used in areas with roof Ramadas are to be self-supporting, except that any connection to ,roofing only. ng capacity of the soil must be determined before the foundation ie soil classification and bearing capacity must be determined by -thods, unless the soil bearing capacity is established as permitted (a) Soil test. Soil tests that are in accordance with generally >r (b) Soil records. Soil records of the applicable Local Authority (c) Soil classification and bearing capacities. If the soil class or rmined by test or soil records, but its type can be identified, the SU-6 NOBILITY HOMES, INC. soil classification, allowable pressures, and torque values shown in Table to §3285.202 may be used. (d) A pocket penetrometer, or (e) In lieu of determining the soil bearing capacity by use of the methods shown in the table, an allowable pressure of 1,500 psf may be used, unless the site - specific information requires the use of lower values based on soil classification and type. (f) If . the soil appears to be composed of peat, organic clays, or uncompacted fill, or appears to have unusual conditions, a registered professional geologist, registered professional engineer, or registered architect must determine the soil classification and maximum allowable soil bearing capacity. Table 1 Soil classification Soil description Allowable soil b ear Bbwcount ASTM D Torque probes valuea ASTM D 2487-00 or D 248"D lion number (incorporated by red i re 1585-99 (inch-poundsr erence, we §3285.4) 1 ............... . ................................ Rock or hard pan .._................................. .. 4000+ ....................... . 2 ............— GW, GP, SW, SP, Sandy gravel and gravel; very than dense 20DD ......................... 40+ More than 550. GM, SM. and/or eemenled sands; course gravel cobbles; preloaded silts. days and coral. 3 ................ GC. SC, ML, CL .... Sand; sihy sand: clayey sand; silty gravel; 16M .....-........-........ 24-39 351-55D. medium dense course sands sandy gravel; and very stiff slit, sand clays. 4A .............. CG, MH 2 ................. Loose to medium dense sands; firm to WOO......-................. 18-23 276-350. stiff clays and silts; alluvial fills. 4B .............. CH, MH2 .................. Loose sands; firm clays, alluAW fills ........ IWO ......................... 12-17 175-275. 5 ................ OL, OH, n ............. Efncompacted fill; peat: organic days .....,. Refer to 3285.202(s) 0-11 Less than M. TThe values provided in this table have not been adjusted for overburden pressure, embedment depth, water table height, or settlement prolr Isms. 2 For soils classified as CH or MH, without either torque probe values or blow count test results. selected anchors must be rated for a 413 soil. Me torque test probe is a device for measuring the torque value of soils to assist in evaluating the holding capacity of the soil in which the ground anchor is placed. The shaft must be of suitable length far the full depth of the ground anchor. 4The torque value is a measure of the load resistance provided by ftie sell .when subject to the firming or twisting force of the probe. If the space under the home is to be enclosed with skirting or other materials, a vapor retarder must be installed to cover the ground under the home, unless the home is installed in an and region with dry soil conditions. A minimum of six mil polyethylene sheeting or its equivalent must be used. The entire area under the home must be covered with vapor retarder, except for areas under open porches, decks, and recessed entries. Joints in the vapor retarder must be overlapped at least 12 inches. The vapor retarder may be placed directly beneath footings, or otherwise installed around or over footings placed at grade, and around anchors or other obstructions. Any voids or tears in the vapor retarder must be repaired. C3 VAPOR RETARDER PATCH HOLE PATCH TAPE HOLE IN VAPOR RETARDER MUST HAVE PATCH OF EQUIV. MATERIAL OVER LAPPING AT LEAST ONE FOOT AND TAPED AT EDGES FIGURE 2 W X CL f1 `ram OCT 1 6 2008 Federal Maeufactured Home Construction And Safety Standards 2 SU-7 'D SJ 1 rn C The design loads used in specified on these tables load of 40 pounds per sqi conjunction with the hom (a) Foundations for manui accordance with this subp loads the home was desig7 (b) Foundation systems th verified by engineering dE design loads of the MHCE provided in this subpart, s be used when verified by capable of resisting all de, (c) All foundation details, professional engineer or ri the MHCSS. (See 3285.2 (d) Alternative foundatior following: 1. Systems or design by a nationally rec protocol; or 2. System designs m tested and certifies acceptable engines the home out of cc Standards (part 32 NOBILITY HOMES, INC. LU o OCT 1 6 2008 0 SUPPORT REQUIREMENTS m C- Federal MauActmrd election of the support structure are set forth in Tab Mpty 1t rd0rtm�ardsre for pier spacing and footing size. The design is base e arefoot (P.S.F.) and a south zone roof live load of 20 P.S.F. in :structural dead load. All pier locations required locations, as required by tl paint, or other means and 1 loads, and footing construe Refer to Figure 4 for an aF acceptable for all Nobility with cellular concrete bloc than those methods specif encounters site or other co risk) that prevent the use c approved designs and inst are not available from the registered professional enj manufactured home that is tured home installations must be designed and constructed in and must be based on site conditions, home design features, and the i to withstand, as shown on the home's data plate. are not pier and footing type configurations may be used when and designed in accordance with § 3285.302(d), consistent with the Pier and footing specifications that are different than those h as block size, metal piers, section width, loads, and spacing, may gineering data that comply with §§ 3285.301(c) and (d) and are n loads of the MHCSS. ans, and test data must be designed and certified by a registered istered architect, and must not take the home out of compliance with systems or designs are permitted in accordance with either of the must be manufactured and installed in accordance with their listings gnized testing agency, based on a nationally recognized testing st be prepared by a professional engineer or a registered architect or by a professional engineer or a registered architect in accordance with ping practice and must be manufactured and installed so as not to take npliance with the Manufactured Home Construction and Safety ,0 of this chapter) PIER TAGS at the mating line, perimeter, shear wall, and any special pier support ese instructions, will be identified from the factory by a pier tag, oust be visible after the home is installed. The pier designs, support ,lion shall be asindicated in the appropriate, tables and instructions. proved foundation and pier arrangement designed by Nobility Homes, models, using readily available concrete footing slabs and pier caps ks. Before an installer provides support or anchorage that are different cd in the manufacturer's installation instructions, or when the installer iditions (such as areas that are subject to flood damage or high seismic f the instructions, the installer must: First attempt to obtain DAPIA- uctions prepared by the manufacturer; or if designs and instructions manufacturer, obtain an alternate design prepared and certified by a l' eer or registered architect for the support and anchorage of the I consistent with manufactured home design, conforms to the SU-8 NOBILITY HOMES, INC. requirements of the MHCSS, and has been approved by the manufacturer and the DAPIA. In making the certification of the installation required under part 3286 of this chapter, upon effect, an installer must certify that it completed the installation in compliance with either the manufacturer's instructions or with an alternate installation design and instructions that have been prepared by the manufacturer or by a registered professional engineer or registered architect. FIGURE 3 ]Piers supporting columns m one half of multi wide or columns in single wide > M 0 OCT 16 Z008 IL 0L Federal Msmufacturod Home Construction And Safety Standards "A" and "B" piers are designed to support the tributary distance "a" and "b" (half the length of the span between "A" and "B"y "C" pier is designed to support the tributary distance "c" (half the length of the span between "'C" and "D") "D" pier is designed to support the tributary distance "d" (half the length of the span between "C" and "E„ ) "E" pier is designed to support the tributary distance "e" (half the length of the span between "Y' and "E„) When piers are to support columns on two sections, use the same method as above then add together for total tributary distance. Use Table 2 for required footing size. Table 2 Max Pier Spacing SOIL PRESSURE Floor Footing 1000 PSF 1500 PSF 2000 PSF 2500 PSF Width 140" 16x16 29" 50" 70" 90" 16X32 47" 78" 108" 120" 159" 16X16 26" 43" 61" 79" 16x32 41" 68" 95" 120" 183"/ 186" 'Max Tributary Spans Footing* 1000 PSF 1500 PSF 2000 PSF 2500 PSF 16X16 16x32 4' 8' a' 12' 12' 18, 16' 24' Joint wall and sidewall column support pier footing sized per soil presqure in pounds per square foot (P.S.F.) for each half of double wide. * 4" Thick Pre -cast concrete pad with compressive strength of 4,000 P.S.I. 16x16 22^ 39" 54" 70" The pier epaeing and loads ahowe In the obowc table do no[rtonsider. 16x32 37 60" 84" 107° flood or selamic lands and are not in[enrled for use in flood or scismic MUN BEAMS PIER SPACING AND FOOTING SIZE hazard arca9. In those amaa, the foundation s[Mport 63ratcm is to be PER SOIL PRESSURE IN POUNDS PER SQUARE FOOT (P. S. F.) dceigned by a profeosional engrineer or arclitcet. SU-9 4 Notes for TABLES 2, 3 1. Materials approi to decay, as requ compacted to 90 pier. Footings a>r a. uoncr i. b. Pressi i. ii. c. ABS IOBILITY HOMES, INC. TABLE 3 POR SPACING TOTAL PIER LOAD O WID SDER -I" BEAMS) 127 14' 16' ro 4' o.c. 2104# 2409# 2729# 0 O OCT 1 6 2008 0. 6' O.C. 3155# 3613# 4094# 0_ 8' O.C. 4207# -4818# 5458# CL r� Federal Manufactured omsaconst Iction %i't fety and FIGURES 3-, 4, 5. ed for footings must provide equal load -bearing capacity and resistance ired by this section. Footings must be placed on undisturbed soil or fill percent of maximum relative density. A footing must support every to be either: Four inch nominal precast concrete pads meeting or exceeding ASTM C90-02a, Standard Specification for Load bearing Concrete Masonry pinits (incorporated by reference, see §3285.4), without reinforcement, with at least a 28-day compressive strength of 1,200 pounds per square finch (psi); or Six inch minimum poured -in -place concrete pads, slabs, or ribbons with at least a 28-day compressive strength of 3,000 pounds per square inch (psi). ite-specific soil conditions or design load requirements may also require tthe use of reinforcing steel in cast -in -place concrete footings. re -treated wood. Pressure -treated wood footings must consist of a minimum of two layers of nominal 2-inch thick pressure -treated wood, a single layer of nominal %-inch thick, pressure -treated plywood with a maximum size of 16 inches by 16 inches, or at least two layers of 3/-inch thick, pressure -treated plywood for sizes greater than 16 inches by 16 inches. Plywood used for this purpose is to be rated exposure 1 or exterior sheathing, in accordance with PSI-95, Construction and Industrial Plywood (incorporated by reference, see § 3285.4) Pressure treated lumber is to be treated with a water borne adhesive, in accordance with AWPA Standard U1-04 (incorporated by reference, see § 3285.4) for Use Category 4B ground contact applications. Cut ends of pressure treated lumber must be field -treated, in accordance with AWPA Standard M4-02 (incorporated by reference, see § 3285.4) noting pads. Abs footing pads are permitted, provided they are installed in accordance with the pad manufacturer installation instructions and certified for use in the soil classification at the site. ABS footing pads'must be listed or labeled for the required load capacity. materials. Footings may be of other materials than those identified in this 3, provided they are listed for such use and meet all other applicable aments of this subpart+ 5 SU-10 NOBILITY HOMES, INC. 2. Placement in freezing climates. Footings placed in freezing climates must be designed using methods and practices that prevent the effects of frost heave by one of the following methods: a. Conventional footings. Conventional footings must be placed below the frost line depth for the site unless an insulated foundation or monolithic slab is used (refer , to §§ 3285.312(b)(2) and 3285.312(b)(3)). When the frost line depth is not available from the LAHJ, a registered professional engineer, a registered architect, or registered geologist must be consulted to determine the required frost line depth for the manufactured home site. This is not subject to the provisions in § 3285.2(c) that also require review by the manufacturer and approval by its DAPIA for any variations to the manufacturer's installation instructions for support and anchoring. b. Monolithic slab systems. A monolithic slab is permitted above the frost line when all relevant site -specific conditions, including soil characteristics, site preparation, ventilation, and insulative properties of the under floor enclosure, are. considered and anchorage requirements are accommodated as set out in § 3285.401. The monolithic slab system must be designed by a registered professional engineer or registered architect: i. In accordance with acceptable engineering practice to prevent the effects of frost heave; or ii. In accordance with SEUASCE 32-01(incorporated by reference, see § 3285.4). c. Insulated foundations. An insulated foundation is permitted above the frost line, when all relevant site -specific conditions, including soil characteristics, site preparation, ventilation, and insulative properties of the under floor enclosure, are considered, and the foundation is designed by a registered professional engineer or registered architect: i. in accordance with acceptable engineering practice to prevent the effects of frost heave; or ii. In accordance with SEUASCE 32-01 (incorporated by reference, see § 3285.4). 3. Sizing of footings. The sizing and layout of footings depends on the load bearing capacity of the soil, footings, and the piers. See § § 3285.202 and 3285.303, and Table to 3285.312. 4. Place piers on both sides of sidewall exterior doors, patio doors, and sliding glass doors; under porch posts, factory -installed fireplaces, and fireplace stoves; under jamb studs at multiple window openings; and at any other sidewall openings 48 inches or greater in width. Piers are to be installed at each end of joint wall openings 48 inches and greater. See Figure 3, 4, and 5. For roof loads of 40 psf or greater, a professional engineer or registered architect must determine the maximum sidewall opening permitted without perimeter su=rtdgigned for 40 psf roof loads. W r� '0 OCT 16 Z008 0 aFederal Manufactured m Home consbwtion And Safety staada,* 6 SU-11 OBILITY HOMES, INC. 5. Additional end wall piers are to be installed under double wide joint edge joists at the point of end wall juncture. They should span both joint edge joists and be located adjacent to the end cross member/outrigger. The pier should be capable of supporting a 3100 pound load. I See Figures 4 and 5. 6. Additional side wall piers may be necessary. (like a piano) ma� create a sagging condition. installing piers under the edge joist. Concentrated weight along outside walls This can be corrected or prevented by POSITIONING Determine the appropriate foundation system for the local site and wind exposure conditions as described in the Support Requirements section. Establish the location of each pier and tie down point for the length and width of the home and the locale in which the home is being installed. Install any components that might be difficult to place after the home is in position. An example of this would be gro d anchors, poured footings, etc. Then move the home into the desired final position. 7 Reminders before jacking... 1. Use only jacks in good condition with minimum rating of 10 tons. 2. Use jack reinforcing plates when jacking the frame main beam to avoid damage to the beam or home structure (see Figure 6 for typical). 3. Use a firm support or footing under the jack base to prevent tipping or settling of the jack under load. 4. Always follow the sequence of jacking outlined below to avoid overstressing structural 5. Use am inimum of two experienced installation men and closely coordinate jacking and blocking activities. 6. Keep clef from under the main frame beam to prevent injury should the home suddenl� drop by accident. w n W ..� o0 OCT 1 6 2008 p CL 0. QHome Fedemi Manufactured Constmct►on rM 0 And Safety Standards 7 SU-12 Lf- C 1 F-� 0 TYPICAL PIER SPACING (SEE TABLE 1) M OCT 1 6 Zoos Federal Mawf2ctured - r T ., Home Construction And Safety Standards TYPICAL PIEy. TYPICAL PER SPACING (SEETABLE 1) I No 003384/ t — 1 1 S p1� STATE OF W� K � Y Io I 1111 � 9%22/08 H� ixrm�u muse 51 VOW ftAM enacv atoms cort"e� sfpo KEM rw EDGE JOIST FLOOR JOIST 1 SHIMS (NOTE 3) CENTER LFNE i. UPLIFT STRAP !.• ;. • SCREW —t—� ANCHOR OBLHEM ADDITIONAL PIER DETAIL JTE 4 (NOTE3 do T) NOTES; S] LUMBER PLATESINSTALLFD ONTOPOF PIERCAP BLOCKS MUST BEPRESSURETREATED. I) PIERS btAY HE SINGLE BLO(X 8" X 16" TO A HEIGHT OF 36- TO TOP OF CAP BLOCK OR DOUBLE BLOCKED 1 a- X 16- TO A HEIGHT OF 72" TO TOP OF 6) PIERS AND SURROUNDING GROUND AREA SHOULD BETREATED FOR TERMITE I -BEAM. FOR GREATER HEIGHTS, THE FOUNDAITONIPIER SYSTEM MUSTEE PROTECTION. (OWNERS11CONTRACTIORB RESPONSIBILIM DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. 7) ADDITIONAL PIERS ARE TO BB INSTALLED UNDERDOUBLEWIDE IDOE JOISTS BELOW 2) ALL DIMENSIONS SHOWN ARE MRNIMUNS UNLESS OTHfiBWISE NOTED-. THE BMWALLS AT EACH MATEIJNE. THE PIERS MUST BE PLACED (CENTERED) SO As 3) ADDITIONAL PIERS ARE TO BE INSTALLED UNDER DOUBLE WIDE MARRIAGE TO EQUALLY SUPPORT THE EDGE JOISTS IN BOTH MODULES. WALL EDGE JOISTS UNDER THE STUDS ON EACH END OF ALL OPENINGS GREATER S) SEE OTHER DRAWINGS FOR ADDITIONAL SPECIFICATIONS ON FOOTING SIZES, PIER TRAN 48" IN WIDTH. THE PIERS TO BE PLACED (CENTERED) SO AS TO EQUALLY SUPPORT CONSTRUCTION, SPACING ANDIUR PLACEMENT, AND PLATE AND SHIM CONSTRUCTION TI IE EDOE JOISTS IN BOTH MODULES. RIDGE BEAM UP'4VT ANCRORSfSTRAPS MUST SPECIFICATIONS. MUST BE SECURED TO GROUND ANCHORS PER SPECIFICATIONS ON OTHER DRAWINGS. g) ADDITIONAL PIERS ARETO BE INSTALLED UNDER DOUBLE WIDE MARRIAGE WAIL. 4) ADDITIONAL PIERS ARE TO HE R;STAILEO UNDER EXTERJOR SIDEWALL EDGE EDGE JOISTS BELOW THE ENDS OF SHEAR WALLS. SIIEAR WALLUP-LIFT ANCHORSISTRAPS JOISTS UNDER THE STUDS ON EACH END OF ALL DOGS OR PORCH OPENINGS MUST BB SECUR®TO GROUND ANCHORS PER BPECIMATIONS ON OTHER DRAWINGS. GREATER THAN 3F INWIDTH AND BELOW THE ENDS OF SHEAR WALLS. SIDEWALLUP-LIFTANCHORSISTRAPS MUST BESECURMTOOROUNDANCHORS PER SPECIFICATIONS ON OTHER DRAWINGS. FIGURE 4 NOBILITY HOMES OBILITY HOMES, INC. tti THE PIER AND THE STEEL BEAN NAY SE A krD� PLATE cNpi EXCEEDING 2' BV THICKNESS) F21TED I,DRIVEN IIOHi BETVEEN < D PLATE DR PI AtID TitE STEFJ- BEAAN AT SST 4' 1/2" x 8" x 16" steel pinto or minimum nominal 4" thick 8" x 16" solid concrete cop block Ma Note: steel plow must be protected by a minimum of a 10 mil n I-beam I coating of an exterior grade paint or an equivalent corrosion resistant proteetimL Single open eel or solid concrete blocks 8" x 8" x 16" 1U"unssubiwaAMt*fteczi0& confariniog to ASTM C,90, Grade N iaptalted with16" dimension petpeadicuhtr to the main frame steelboom Open cell blocks must have the salts installed vertically on the fon" Mortar is not required between the blocks ifmd admwise on on approved drawing or specified on an approved feunddlion p pprepared by a profendoltel engineer or registeredTypical footing. Solid concrete or other foe��'ngg productapproved for Lim application installed in newvllth it's approvalliisdn& Fantings mast only be placed on Srm. undisturbwith a in1documented soil or allowable leadcOathe ri compacted Ida the absence the footing mutt extend below the of valieatedimsoilcload bearing footings of valid dam on soil exmditions; the footings mint be located frod depth on well as below all. a minimum of 12" below the nnbuttl_ grade. Clay soib must org� nic matter located at the site bbe egs ar fy the soil load earrying capacity before 0% V,i, Kft' 1" 6Na0 eMU % o � r n7gt � .�� seers or �•' hoe p1u4r till ci 9t2BtOB GTMW416"' tS ZETWMN Top Or 7K PIER �DtG V IN E JIM ifUl • 10AY BE SWW SHALL BEAT LEA WOE N AND 6• I•Dt1ri, FITTED Ate BR M TWIT UNSEN WOW PLATE Wt PM MW 7K .=M BEAM 1l2" x 16" x 16" stool plate, minimum nominal 4" thick 16"x 16" solid concrete cap block or double nomival 4" thick 8"x16" solid concrete cap blocks Mein I-beam Q�g ofan exteriior�gr do pointer 0 iqu►�lenmcor osiomll resistant protection. Mote: When double ocuotcle cap Doein I.beams. WWI thdoub�le blocks arc perpendicular to the fso wood piston and shims as shown in inaart detail. above v "r e g Double etacltad concrete blocks, solid or opm colt, F ponforming to ASTM CJA, Grade N. Bach course is p G to be interlocked with the adjacent sources w shown. w Opan cell blocks must have the cells Installed veAicapY on the footing. Mortar is not required between the blocks unless specified otherwise on an approved drawing or specified an an approved foundatton design prepared by a professionnt engineer or registered ardritccL Typical footing. Solid concrete or other footing product fbr the application installed in accmdsoCC with approved it's approval/listing. Footings mast only be placed on firm. soil or on controlled, compacted fill with a In locations subjected to freezing, am footing must extend below the undisturbed documented allowable load bearing capacity. In the absence of valid dare on sail conditions, the footings must be located t depth as wall as below all c matter toasted of the site a minimum of 12" below the natural erode. Gay soils must be investigated to verify the soil l carrying capacity before beginning constriction. I � O CT 16 See Figure 4 for additional notes. FIGURE 4a NOBILITY HOMES c Federal N Van tit a,ctw0u Noma CoStandards And Safety SU-14 NOBILITY HOMES, INC. MAX..S SELEM FROM TABLE t -- TYPICAL PIERS --� PIERS AT EACH SIDE OF IatTERiOR DOOR OPENING SEE TABLE T (NOTE 3) YA1C. WX. PIERS ARE MOT REQUIRED AT OPEICNGS IN THE MAT= WALL THAT ARE LESS THAN 46 MIES IN WIDTH. PLACE PIERS ON BOTH SIDES OF I%?= WAIL OPENINGS THAT ARE 46 INCHES OR GREATER IN WIDTH. FOR ROOF LOADS OF 40 PSF OR GREATER, A PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT MUST DETERMINE THE MA MUM MATING WALL OPENING PERMITTED WITHOUT PIER OR OTHER SUPPORTS. WTE-LINE COLUMN SUPPORT PIERS ARE INSTALLED WITH THE LONG DIMENSION OF THE CONORM BLACK PERPENDICULAR TO THE RIM JOISTS. WHERE AVAILABLE PIERS DO NOT HAVE THE CAPACITY REQUIRED BY TABLE 2. 2 OR MORE PIERS MAY BE ZO. THE TOTAL DESIGN CAPACITY OF ALL PIERS AT EACH SUPPORT POINT SMALL BE AT LEAST EQUAL TO THE LOADS SPECIFIED IN THE TABLE. FOOTINGS AND PIM SHOWN FOR ILLUSTRATIVE PURPOSES ONLY - ANY APPROVED SYSTEM MAY BE USED. (REFER TO TABLE 2. NOTE 3) FIGURE 5 PIERS AT CENTERLINEOF FRONT & REAR END _ WAU TABLE 2 (NOTE 4) � �i i AATE JOIST MARRI AGE LINE OR SIDE WALL �.I. BEAM t I �I END OFTQPEN I I j 1 � FIGURE 5) 1 I I I 4 Ca I I 1 I Uj 0 OCT Y 6 Z008 ©. Federal Manufactured Home Construction r M And Safety Standards 10 SU-15 OBILITY HOMES, INC. A. 3/16" 4 4" x IS" LONG C-CHANNEL B. 1/4" x 1-1/2" x l 8" LONG STEEL STRAP C. PIPE 6IOUPLER or EQUAL l " APPROX. DEPTH W/ 1/9" CLEARANCE FOR JACK HEAD. TO BE CENTP.REL Q AN W � � r0 0 OCT 16 Z008 0 0 - Fedeai Manufttur" Home Construction M v And Safety Standards ,. I: BEAM FRAME JACKING REINFORCING PLATES FIGURE 6 SET-UP PROCEDURE This procedure is rovided as a manufacturer's method of set-up. If for any reason there are questions unanswered in this procedure, it is suggested that before proceeding• in a questionable manner that the manufacturing plant be contacted for approval from Corporate Engineering of any methods diff I ent from these. A minimum clearance of 12 inches must be maintained between the lowest member.of the main frame and the grade under all areas of the home. CAUTION: B�FOR GETTING UNDER THE HOME, MAKE ABSOLUTLY CERTAIN THAT IT IS ADEQUATELY SUPPORTED TO PRVENT A SERIOUS INJURY OR DEATH FROM AN ACCIDENTAL COLLAPSE OF THE HOME. 11 SU-16 NOBILITY HOMES, INC. SINGLE WIDE SET-UP The jacking and blocking procedure is as follows: 1. After the home is located in its final position, level it front to rear by using the hitch jack. 2. Jack up one side of the home by placing one jack just forward of the front spring hanger and the other just behind therear spring hanger. These two jacks must be operated simultaneously to raise the home. Install footings and piers; one just forward of the front jack and another just behind the rear jack (taking care not to exceed the correct spacing selected from Table 2). 3. Next, jack the main frame beam at the front and position a pier within 1'0" of the end of the beam. At the completion of this step, this side of the home should be approximately level lengthwise. 4. Repeat steps 2 and 3 for the other side of the home. The home should now be roughly level from side to side. 5. Place remaining pier supports under the main frame beam on each side taking care to maintain maximum distance of no more than the spacing determined from Table 2, with piers located within 1'0" of each end of the beam. See Figure 4. 6. Level the home using a 6 foot carpenter's level, water level or similar equipment. The final height adjustment is obtained by jacking the main frame beam and placing hardwood shims between the piers and the beam, or other approved methods such as adjustable piers. The home will be adequately leveled if there is no more than'/ inch difference between adjacent pier supports (frame or perimeter) and the exterior doors and windows of the home do not bind and can be properly operated. 7. Install additional edge piers as required. See Figures 4, and 5. This leveling process is important for appearance and is essential for the proper operation of doors, windows, and the drainage system. Excessive and/or non -uniform jacking during the leveling will cause the home to be racked or twisted. This may result in damage to the home. Care must be used during jacking and leveling to not distort the home. Check for proper operation of all doors and windows. Should the pier height need to be adjusted after the initial set-up, to compensate for any pier settlement, follow procedure in item 6 above. CAUTION: WHEN RELEVELING THE HOME, LOOSEN ALL THE TIE DOWNS PRIOR TO JACKING THE HOME. READJUST THE TIE DOWN TENSION AFTER RELEVELING IS COMPLETt3 JWM0 W .� 0 GT 1 6 2008 CL rTI 0- Federal Manufactured Home S Construction And SafetyetY Standards 12 SU-17 OBILITY HOMES, INC. Your home is designed for a foundation system which supports the main frame beams. Nobility Homes does not recommend any support system which does not directly support the main frame beams as a primary system as this may result in damage to the home. Additional edge piers, as required by Nobility Homes are considered as a secondary part of the support system which must be included. : CONSEQUENCES OF INCORRECT BLOCKING (Single Wide) Incorrect blocking and leveling of yourhome could produce a sagging home including but not limited to these related conditions. • Buckling and/or loosening of walls, partitions, siding, ceilings, doors, floors, linoleum, carpeting, insul tion, wiring, sinks, tubs, toilets, weather stripping, and miscellaneous fixed original xtures of the home. • Leaking windows, doors, roof, ceiling, walls, floor seams, and junctions. • Improper clos'I g, binding and sagging of windows, cabinets and inside/outside doors. • Malfunctioning of plumbing; water outlets, lighting fixtures; electric heating and air conditioning systems. Upon completion of blocking and leveling, -refer to Tie down and Anchoring Section on Page 22. Note: The symptoms listed above could also occur as a result of pier settl 0 W *0 > occurred follow the releveling procedure. MULTI -WIDE SET-UP p OCT 16 2008 WV W 0 Set-up Instructions CL FedoulHome m onsouctgrA ion Home Consquction Read these instructions completely through before starting set-up. And safety standards 1. Remove pll tic covering and shipping strips from all sections and ends (if installed). Failure to do so may result in condensation problems. 2. Place sections close together (3 to 4 in.) with toter. 3. Set piers �der "I" beam, locating them in accordance with the pier loading chart Table 2 and the alcompanying notes. Also make provisions for required exterior wall, joint wall and/or end wall blocking piers. 4. Block ar}d level the heavy section as per the single wide set-up instructions. 13 SU-18 NOBILITY HOMES, INC. 5. Remove the tires and then the axles and the tongue (if removable) and lower unit with jacks if necessary. The front piers may be temporarily located behind the tongue until the tongue is removed. 6. Using hydraulic jacks and come -a -longs, move the second section against the heavy section. Insert electrical connecting cables in raceways or junction boxes as necessary. Refer to Figures 27, 28 and 29. CAUTION: SOME UNITS MAY HAVE ELECTRICAL INTERCONNECTIONS IN THE CENTER AREA OF* THE UNIT. THESE SHOULD BE LOCATED AND PLANNED FOR AS THE SET-UP PROGRESSES. 7. Install mate -line gasket on the joint edge joists, lower part of the ridge beams and joint edge of walls. This material forms as air seal at the floor, ceiling and end walls. Refer to Figure 7. The gasket is designed to resist the entry of air, water, water vapor, insects, and rodents at all mate -line locations exposed to the exterior. 8. Any gap between the two sections may be closed up by sliding the second section against .the first using: (a) Greased paneling and winch or "come -a -longs", or (b) Other mechanical devices designed for this purpose. 9. Block and level the second section. Repeat Step 3 as necessary. Additional piers are to be installed under joint wall edge members under the sides of all openings in excess of 48 inches. Piers are to be placed (centered so as to equally support both edge joists). Additional piers are to be installed under exterior wall edge member at the sides of all door openings in excess of 32 inches. Additional piers are to be installed under end wall junctures. 10. Raise and wedge the outside of the second section to bring the roofs together. Check the alignment of the joint wall openings and ceiling. Refer to the Multi -wide Alignment Procedure Section, page 19. 11. If.the tops of the end walls are not flush, refer to Figure 14 for flushing procedure prior to connecting the roofs together. a W Q w 0 OCT 1 6 2008 "V fl'I Q- Federal Manufactured Home Constriction And Safety Stu►dards NOTE: TVIATE-LINE GASKET TO RUN ENTIRE LENGHTH OF UNIT AND END WALLS FIGURE 7 MATE -LINE GASKET ON ONE HALF OR BOTH HALVES PER MANUFACTURERS INSTRUCTIONS 14 SU-19 NOTE: ALL NAILS MUST CBE GALVANIZED STEEL — ALL SCREWS MUST BE GALVANIZED STEEL OR CORROSION RESISTANT STEEL FLOOR DECKING S RIM JOIST I I I, FLOOR JOIST I FLOOR FASTENING AND ZONE 2 & 3 CONTINUOUS WOOD BLOCKING EACH HALF (MAY BE FULL HEIGHT RIDGE BEAM —NOT SHOWN) #10 x 4" WOOD SCREWS 8. O.C. STAGGERED FROM SIDE TRH SIDE AT 30 DEG ANGLE FROM HORIZONTAL* OR 5/16- X C LAG SCRWS 16" O.C. STAGGERED FROM SIDE TO SIDE AT 30 DEG ANGLE FROM HORIZONTAL* 26GA. x 1-1/2" STEEL STRAP LOCATED ABOVE TRUSSES SPACED AT MAXIMUM OF 96" O.C. IN ZONE 2 AND 80" O.C. IN ZONE 3 FASTENED AT EACH END WITH 10-15GA. x 1-1/2" STAPLES OR 6-81) COM NAILS OR 5 fl0 x 1-1/2" WOOD SCREWS OR 7-120 x 1-1/4 NAILS IN LIEU OF® AND @ ABOVE MAY INSTALL A CONTINUOUS 30 GA. x 6- MINIMUM STEEL. ROOF CAP OVER 15# FELT WITH: (2) #10 x 1-1/2" SCREWS EACH TRUSS AT 16" O.C. OR (3) .120"X 1-1/2" ROOFING NAILS EACH TRUSS AT 16. O.C. (3) #10 x 1-1/2" SCREWS EACH TRUSS AT 24" O.C. OR (5) .120"x 1-1/2" ROOFING NAILS EACH TRUSS AT 24" O.C. CROSS SECTION O VO x 4- WOOD SCREWS 10" O.C. STAGGERED FROM SIDE TO SIDE AT 30 DEG ANGLE FROM HORIZONTAL* OR 5/16" X 4" LAG SCRWS 18. O.C. STAGGERED FROM SIDE TO SIDE AT 30 DEG ANGLE FROM HORIZONTAL* O26 GA. x 1-1/2" STEEL STRAP SPACED 32" O.C. WITH 5-8D COM NAILS OR t#10 x 1-1/2" WOOD SCREWS OR 6—.120" x 1-1/4 NAILS EACH END OR 1-26 GA. X 2-1/2" STEEL STRAP 48 O.C. WITH 8-8D COM NAILS OR 7—#10 x 1-1/2" WOOD SCREWS OR 10—.120" x 1-1/4" NAILS EACH END. (ALL FASTENERS MUST PENETRATE INTO FLOOR JOISTS) NOTE: BOTTOM BOARD NOT SHOWN FOR CLARITY. HOLES IN BOTTOM BOARD MUST BE PATCHED WITH A VINYL TAPE DESIGNED FOR REPAIRING TEARS AND HOLES. * NOTE: INCREASE FASTENER LENGTHS FOR ANY GAPS BETWEEN THE MODULES TO OBTAIN THE SAME PENETRATION AND FILL THE GAPS AT THE LOCATIONS THE FASTENERS WILL BE INSTALLED FIGURE 8 WITH SPF LUMBER, OSS OR PLYWOOD BEFORE INSTALLING THE FASTENERS. P.E. SEAL THIRD PARTY REVISIONS NOBILITY HOMES LTR: BY: DATE N. 0033841 ` � � �+ UVISED' 'o 7 � N/A WK 2/15/06 =•I i Q -0 APR 27 2015 N/A WK 10/6/09 DOUBLE WIDE CONNECTIONS N/A WK 12/5/09 °F 4�;q / 9,\ a < FIELD INSTALLED `R V _ }Ho=commcdon v AndSafaysunanas N/A WK 4/20/15 DRAWN BY. TC DAPIA NO.: SU—Z23 4/20/15 DATE 1/2B/96 sC: N.TS. REF. CALC# 3-2/20/97 , CAL #2 5117/06 , CALM 12/9/19 15 RT T-9.0 9. NOBILITY HOMES, INC. 12. Secure floor halves together, leveling and aligning the two floor halves as the floor joists are screwed together. See Figure 8. MATING LINE,,,,,, FRONT OR REAR / CROSSNEMBER #8 BARE GROUNDING COPPER LUGS 'QUIRE FIGURE 9 13. Connect the ridge beams together with (1) #10 x 4" wood screw 8©.� staggered and fasten 26 GA. straps per Figure 8.- W* LU M 14. Check the inside joint wall openings and shim out as necessary. OCT 1 6 2008 15. Hang interior doors as provided (some models). dam.. 'e Federal Manu%cknd rM Q Home coushw ion 16. Trim out interior openings. And saft srmdv& 1.7. Electrical circuit connecting wires are snapped together or spliced, stowed in their junction boxes and the covers installed. See Figures 27, 28, and 29. Connect #8 bare copper wires to each unit chassis. See Figure 9. 18. Install the bottom starter strip, lap siding, vertical panels, and/or "T" trim on the end. walls. 19. Install window flashing and/or windows as necessary (some models). 20. When installing lap siding, careful cutting and trimming is necessary. Be sure Iap is tight in its lock before fastening. 21. Install hood splice caps. 22. For ridge set-up of shingle roof, install the roofing felt strip, cut the cap shingles provided into thirds and install with roofing nails or staples. See Figure 10. 16 SU-21 fZ2ROL ROC FEL ~-MiFHALTSHINGLES SHOGLE UNDI RLAYMENT ROOF SHEATHING RIDGti;$EAM MAT FE=LITJE 6A§KST NOTE: 1100FING STAPLr MAIL:1!IOT:SHD!*. R£'=R TO MANUFA.UC TURER'S El1`~i]KdVEKTIOTIS. FIGURE 10 23 ,- Carpet joins may be hot seamed. sewn or molded. as necessary. ?-1. Connect a ly crossover water, draTnage,-and gas -fines. Water line connections should be insulated. i , areas subject to freezing temperatures. �>. Connect tl a air ducts with.thc ilex tiuct:antl•�tard«!arepro ided Mai themnit. Where an. external 1>cittting andl`or cooling.untz is.field proovided; the co nrteeting.ducts are also field Provided (S.e., nat provided by Nobility Homes).. ' Si pP6rt tl�e ducts clear of the: ;round ,.t�ith strap. See Figure 11. hwN fifAlN. DUCT1 DUCT DUCT CONNECTOR CONNECTOR' rERTICAL DUCT RISER DUCT USER �.tOIKT WALL I DUCT JSTW,aTOu CONNECTOR EDGE SECURE - QEGTQ ._ A/C UNIT NIT ED,." CROS50YER-C CT(R�a 'MIN.) WARM AIR DUCT :CROSSOVER SnTfIu FLEX. DUCT' AND ''' ALL 4011,lTS PRE SECUREti 'r'N' - SHEET METAL OR .COLLECT.OR ,BOX SCREWS AND. SMED..9lTIFI:J•IEAT-;DUCT TAPE, CON19ECTtNG Are UNIT DUCT 1S NOT TO TOUCH THE CAIJUND. TO VERTICAL DUCT' RISER FIGURE 11 n. Wv!,11 LU 17 aM_5 203.4,cSU.- 2 2 . 1 Fai m I NOBILITY HOMES, INC. The following are a few suggestions on things to do and not to do when setting up a home: I. Make sure you have enough help to do the job; at least two experienced people. 2. Make sure you have the proper equipment. 3. If two people are working together, make sure you do things together. Especially in jacking and lowering the home. 4. When jacking the home up, never get under or between the beams!!! Stay clear so in the event it falls, you won't be pinned under it. 5. If you set your first blocks just behind the hitch, until you have it lowered, it will be a lot easier to get the hitch out. Then move the blocks up to the proper spacing using jacks. 6. When fastening the floors together, have someone inside to make sure they are even on top. This also holds true with the ceiling. Sometimes it is necessary to use a jack to level the ceiling before installing the screws. 7. If the floors are flush on both ends but the front top of one section is sticking out in front of the other section and the rear ends are the opposite, this will not let the ceiling line up. This must be corrected before the top is connected together. To eliminate this problem, put one jack under the outside front comer ofthe section sticking out. Place the other jack under the rear outside comer of the opposite section. Now jack up both comers at the same time until the ceilings line up. Then screw the center beam together before removing the jacks. See Figure 14. o�WG> W" O OCT 16 2008 . C AC � Q [dome Cooattuction FHomeedemi conhwfl n � m And safely standm* 18 SU-23 1. Position and lev( uniform jacking result in damage 2. Move the NOBILITY HOMES, INC. Multi Wide Alignment Procedure (Double, Triple and Quad section) the first section of the home per instructions. Excessive and/or non- uing the leveling will cause the home to be racked or twisted. This may the home. Care must be used during leveling to not distort the home. section into position within 4 inches and alongside the first section. 3. Draw the two floors together using jacks, set at an angle at or near the outside spring shackles, or winches (come -a -longs). Figures 12 and 13. 4. With the twos I 'ons together, but with no fasteners installed, check the alignment of the end walls, interior walls, roof, and floor. Determine if the walls and/or the roof of either section must move backwards or forward with respect to the floor. Any corrections required can be accomplished during the leveling of the second section. 5. Alignment a) Position the second section to bring the floor seams flush, keeping the roof slightly apart and the end walls aligned at the floor. At this time place piers only on the inside frame beam. b) Close the pp in the ceiling by raising the outside frame beam using two hydraulic jacks placed ahead of and behind the wheels. c) IF THE IOP MUST BE MOVED FORWARD... With the frame support beams evenly supported, carefully raise the outside rear corner of the second section (and lower the outside front corner) with the hydraulic jacks. The roof should shift forward until the end walls (comes even at the top. When the walls are even, raise the outside support frame beam evenly to close the gap. d) IF THE TOP MUST BE MOVED BACK... With the frame support beams evenly supported, carefully raise the outside corner. of the second section (and lower the outside rear corner) with the hydraulic jacks. The roof should shift back until the end -walls come even at the top. When the walls are even, raise the outside frame support evenly at the front and rear to close the gap. e) Fasten the top of the ridge beam together. When the top and walls are aligned and fastened proceed with leveling of the second section. W OCT 16 2008 "O a. Federal nat� coConSundnds m MS And Safety 19 SU-24 G NOBILITY HOMES, INC. Alternate Alignment Procedure a) Position the second section so that the floors are together with the ceiling seam flush and the end walls and ceiling joints even at the top. Close the gap between the roofs by raising the outside frame support beam. b) With the ceiling positioned and the ridge beam halves snug, fasten the top of the ridge beam together. . c) With the roof securely fastened, attach a winch (come -a longs) between spring shackles of each section. Shift the floor and lower end of the walls into alignment by tightening the winch (Figure 13). d) Secure both floors together (refer to Figure 8). With the top, walls, and floor aligned and fastened at the marriage line, proceed with leveling of the second section. Q W V LU OCT 16 2008 0 C.CL C Federal ►tilanu u. Home Constnuadnxtoa O And Safety Stmdards 20 SU-25 NOBILITY HOMES, INC. FIGURE 14 A —FRONT SPRING" SHACKLE (A section) 8—COME—ALONG (winch) C—REAR SPRING SHACKLE (B section) C A ALIGNING THE FLOORS WITH A HAND WINCH RGURE 13 0 JEW � W OCT 1 6 200E o_ • 0- Fedeat Manufaetu td Home Consduotion And Safety Standards WHEN SETTING UP, IF BOTTOM IS FLUSH AND THE TOP HAS A GAP YOU MUST JACK UP THE OPPOSITE CORNER TO SHIFT THE ROOF. THE HEAVY SIDE WILL GO BACK, THE LIGHT SIDE WILL GO FORWARD. TOP AND BOTTOM MUST BE FLUSH. OFF DOOR DOOR SIDE SIDE .4 THIS IS WRONG. BOTH DOOR AND OFF DOOR FRONT LINES MUST BE TOGETHER. i 21 SU-26 NOBILITY HOMES, INC. Should your home need to be releveled, follow the procedures under Multi -Wide Set -Up instructions. CAUTION: WHEN RELEVELING THE HOME, LOOSEN ALL THE TIE DOWNS PRIOR TO JACKING THE HOME. READJUST THE TIE DOWN TENSION AFTER RELEVELING IS COMPLETE. Your home is designed for a foundation system which supports the main frame beams. Nobility Homes does not recommend gay support system which does not directly support the main frame beams as a primary system as this may result in damage to the home. Additional edge piers, as required by Nobility Homes are considered as a secondary part of the support s be included. 1l IV CAUTION: CONSEQUENCES OF INCORRECT BLOCKITG OCTcc Z00� O (Double Wides) CL. < CL Federal Manufactured Home Construction Incorrect blocking and leveling of your. home could produce a sagging home M19ingk" (�ietodu& limited to these related conditions. • Buckling and/or loosening of walls, partitions, siding, ceilings, doors, floors, linoleum, carpeting, insulation, wiring, sinks, tubs, toilets, weather stripping, and miscellaneous fixed original fixtures of the home. • Leaking windows, doors, roof, ceiling, walls, floor seams, and junctions. Improper closing, binding and sagging of windows, cabinets and inside/outside doors. • Malfunctioning of plumbing; water outlets, lighting fixtures; electric heating and air conditioning systems. Upon completion of blocking and leveling, refer to Tie down and Anchoring Section below. Note: The symptoms listed above could also occur as a result of'pier settlement. If this has occurred follow the releveling procedure. TIE DOWN AND ANCHORING All homes must be securely anchored to the ground to resist the sliding and overturning effects of high winds. Your home was designed and constructed for the wind conditions of Wind Zone H or Zone III. Where any part of a home is installed within 1,500 feet of a coastline in Wind Zones H or III, the manufactured home must be designed for the increased requirements, as specified on the home's data plate (refer to § 3280.5(f) of this chapter) in accordance with acceptable engineering practice. Where site or other conditions prohibit the use of the manufacturer's instructions, a registered professional engineer or registered architect, in accordance with acceptable 22. SU-27 NOBILITY HOMES; INC. engineering practice, must design anchorage for the special wind conditions. This home must not be installed within 1500 feet of a coastline in Wind Zones II or III. Installation of a tie down and anchoring s, stem as required by Nobility Homes will also meet the overall design requirements of Wind Zone I, Standard Wind. TIE DOWN SYSTEM OVERVIEW Tie downs are separa�ed into four categories: 1. Sidewall vertical and frame diagonal ties 2. Shear wall tills (single wide/multi wide) 3. Ridge beam �ertical ties 4. Longitudinal ties 1. Sidewall vertica� clips are Painted double headed an anchor with an allowable lad of 315 clip, must be connected to a 0 b. min. Refer to Figures 15, 16, 17, 18, & 20 and Tables 4, 5, or 6. 2. Shear wall tie c�lI, s are painted brown, a vertical tie from the clip must be connected to a ground anchor u' r th an allowable load of 31501b. min. If there is no brown he at the marriage line, then. anchor the I-beam closest to the center line of the home. Refer to Figures 19 or 21. 1 . ' 3. Ridge beam/column vertical tie clips are painted green; a vertical tie from the clip must be connected to a ground anchor with an allowable load of 31501b. min. Both halves may be connected to a same anchor. Refer to Figure 20. Zone H 4. Longitudinal 'es r and anchor with ed on anless allow allowable load of 3150 lb. min. Refer to Figure 22. 63' in Wind Zone Ill. Connect c �o All tie down s down spacing locations will be indicated on the house by a painted clip. For maximum tie r to Table 4, 5 or 6 for Wind Zones II and III. Uj O OU 16 2008 0 cc a.. Federal Manufactured et IY'I Home Cons"Uo AM Safety St2ndar& 23 SU-2 8 NOBILITY HOMES; INC. William J. Kalker, Jr., P.L. Consulting Engineer 33 Rockwood Lane Monroe, Connecticut 0646E 203/261-1167 May 17, '199J Nobility Homes 3741 S.W. , 7th. St. 0 INVO 4 Ocala, FL 34474 W -p 7 '0 OCT 1 6 2008 0 SUB: Ground Anchor Installation CL C Federal MaAufactured Hmla Construction RI To Whom It May Concern: And safety Standards This letter certifies that unless otherwise noted on the tiedown installation drawings, all ground anchors connected to diagonal frame ti-edowns along the si dewal l s must have the ground anchor heads located within six (5) inches of the sidewall (i.e., within six inches of the vertical plane which is created by the outside surface of the sidewall). All such ground anchors must also -be provided with stabilizer plates to minimize horizontal movement. Also note, all ground anchors located below the mate lines of double wide or multi -wide units which are connected to. diagonal frame tiedowns must have stabilizer plates connected to the ground anchor shafts to minimize horizontal movement. All ground anchors connected to longitudinal tiedown straps and/or used as longitudinal tiedown anchors must be provided with stabilizer plates -to minimize horizontal movement. Stabilizer plates are not required on shear wall anchors, marriage wall column anchors,. porch post anchors and/or any other anchors which resist only vertical uplift wind loads. Very truly yours, 6 + Willie J. Kalker, Jr. , P. E. 24 SU-29 NOBILITY HOMES ADDENDUM TO NOBILITY HOMES SET-UP MANUAL: -------------- L ------------------------- THIS LETTER AMINDS THE SET ---:UP MANUAL REQUIREMENTS FOR THE GROUND ANdHbO LOAD CAPACITY FbGROUND ANCHORS CON- NNECtE'D TO SkAR . WAL . LS AS NOTED BERLOW. ALL SHEAR WALLIS RATED MORE THAN. 4,5.0 PLF MUST BE ANCHORED TO THE.6ROVND WITH A GROUND ANCHPR APPROVED FOR A MINIMUM ' 4060 ?OdN6 ALLOWABLE L6;kD PARALLEL TO THE ANCHOR ZHAFT od' PbUNb ULTIMATE- PARALLEL TO THE ANCHOR SHAFT.._ALL ..OTHER INSTALLATION AN AD- MINIMUM 60 Nilb O'RING REQUIREMENTS b/0. R A ARE UNCHANGED. THE SHEAR WALLS WITH RATINGS GREATER THAN 460 PLF MUST'BE IDENTIFIED BY, NOBILITY HOMES ON A FLOOR PLAN DRAWING PRO- VIDED .. TO THE HOME BUYER WITH-THE.SET-OP MANUAL. V AUG-3 2011 Home Coastnution � And Sefefv Standards SU- 2 9A 24A NOBILITY HOMES, INC. TYPICAL SIDEWALL AND FRAME TIEDOWN O ewe 1p 1 1 /4" X .0. TIEDOWN STRE (TYP) GROUND ANC STABUZER P FIGURE 15 LU O OCT 1 6 2008 �. O 13- � Federal Manufactured Home Construction m i•�—T— s And Safetytystandards kSSIS 0P) ,0I¢, IMAM *P-IL6 CLIP AT qww .5leAp ur"b,PPop AE.ovc) 5'(El%L ftAm 05L U0;AP d4puwp Akv.-WeL STEEL BEAM FLANGE CLIP LISTED FOR 3150# ALLOWABLE LOAD. MA!N BEAM TIEDOWN STRAP W/ SEAL AND CRIMPS. INSTALLED PER MFG. SPECS. a��tuuarr�uii M J. KA( GNoO033841� ,p STATE OF ,% q- Zz Ct,:•r�►,:N I�hIC Gc�,��r � �.tn�� �t �c =� pwr�=-) FIGURE 17 FIGURE 16 0 �C%PF0 49 O� J� GAO �o GROUND ANCHOR STABILIZER PLATE SU-3 0 25 NOBILITY HOMES, INC. GAG: I�I,I, VCr"'(IGAL TVPoW-� I N;fa L L"ATiow AUG 1-6 Federd Home con Md 6aletyl Tv 1�0USES ow AI.L M1�lAG� S'�L1D V;�r,&AI, -(VD4WQ �D'�JK D( paue' AT VEoofz �/���IGkL 'rE DOWN � �NLND� W/L.ADIUS �LI P -v I OCT 1 6 2aoa C m Federal Mnnufaaturod Homo Cotatsuet4un And Safety SteaWda I,OOI' GaUGN Si,oT AN�No� AIJP CoiJIJ�T 46U duo 1'v -PoUB�Vrl 0417 Ueou�o I ��uo� IF No0033841� STATE OF �� q F,A.DI CIS G1-1 P r� Do WO, S;ffA P w U 5;w V ve��A L IWP0 J QI ANCNdCs A0 (I`( 130fH N A LVVS J\T 5 AFJ .O� L 'eqa' to 0; S-rnf= �0 Ac-l- v��(��L 1��5(VI"ry �VU4�irf Ejep N '1 Mom- VO'"._ .1Gk(Di� 26 WMD zvri IU(110 MPM SU-31 NOBILITY HOMES; INC. INSTALL STRAPS Follow the instructions below to conned straps from the home to sidewall frame, end wall frame and vertical anchors. Always protect ctrann at sharp comers including around kbeams with radius clips or other methods�,( 1). Radius clips may be fabricated from 26ga (min) by two inch -wide galvanized steel strap formed to fit around corners. -\X- Longltudal Bracket IShapisWrapped Around SIDEWALL FRAME ANCHORS Install straps to sidewall frame anchors as follows: 1. Connect strap to. home. Connect one end of the strap to the home connec- tion point using approved buckles or clips (swivel or hook clip preferred). Q' Wrap strap aroundmin beam a Oconneathook [atop ofmtin beam and connect other ardd strap to anchor heal 2. Connect strap to anchor. Connect the other end of the strap to the split.bolt in the anchor. Leave enough strap length to be able to •make five complete • turns around the bolt before it.beoomes•tight (appro?dmately, 2-112 inches per. turn or 13 inches total). Fewer than fire turns and the strap may not hold'onto the bolt when force is applied. Conversely, too many turns may not fit within the U-channel of the anchor head: Follow the procedure outlined In Figure 87. Qwrap strap around rmut foam I T�*4 c r Connect hook to top ofavin beam and earaneet other ardd strap to anterior hoed f�l Ineart Dm Iterate- b0114nble �J anchor head aM lama etrh the has not w OCT 1 6 '2008 a. as Federal Manufactured Horne Consuwtion And Safety Standards . Strap to beam connection V&**VZ-zd Strap to beam connection. Regardless of the strap supplier's recommenda- tions, the strap must be connected to the top of the main beam to prevent damage to the structure. Place the strop through the tdaa! -hank of b® ocation bollardbard. up to 91r, OUs' to a 1SnIT' Socket or epned 0 Once tensioned to the pdrdtrt v/ bma fully trmslmad, sl' nhs tr approww w trm nian sus, ,reach, route cI_A.isewr{pg counter-elockwi-a rsi'arm square neck at the bolt whta darble head anchors may herd Ns strop around the tension hit appears. use a 511t- opened square recess in it. awjvtetd for both diagonal and rotor wrench to hold the square. and tighten the hem nuL THrre uedown strepla sirnning,Terc9et while rePosidannD the 79IR draw file two together and lohle the diagonal Ded—n strapad, tensioning wrench to saute system Into fined poslot F allow Steps J through ?to hasc lenruefdnp". FfiFnal df i6Tjt straps to anchor had 3. Pretension anchor. For anchors with stabilizer plates, pretension the anchor by pulling it up to the stabilizer plate using the strap and take-up bolt to move the anchor head. Continue pulling the strap until the plate moves a small amount (about 112 inch). This is called packing the plate and it will yield the strongest resistance (the bottom of the anchor head should be maximum one in ch above the top of the stabilizer plate). 27 SU-3 2 NOBILITY HOMES TYPICAL SINGLEWIDE .TIEDOWN INSTALLATION (STANDARQ TIEDOWN INSTALLATION — NOT AT SHEAR WALLS) WIND ZONES 2 & 3 HEIGHT FROM GRADE TO TOP OF STEEL BEAM SPECIFIED ON DWG SW—G-3 x .035" 71EDOWN (TYP) --EXCEPT AT SHEAR WALL VERTICAL TIEDOWNS. INSTALL ARD CHASSIS A FRAME TIEDOWN STRAP AT EACH VERTICAL TIEDOWN STAND PIER ARD f LOCATION AND CONNECT THE FRAME TIEDOWN STRAP TO PIER(TYP) SAME DOUBLE HEAD GROUND ANCHOR AS THE VERTICAL TIEDOWN STRAP (TYP EACH SIDEWALL) HORIZONTAL f INSTALL VERTICAL TIEDOWN STRAPS AND/OR SECURE THE GRADE / VERTICAL 7EDOM STRAPS TO GROUND ANCHORS AT - GROUND ANCHOR OPENING STUDS WHEN THE OPENING WIDTH EXCEEDS 48" (TYPICAL) AND AT A SPACING NOT TO EXCEED THE VALUE 90' FOR GROUND ANCHORS CONNECTED SPECIFIED ON DRAWING SW—G-3. TO SIDEWALL FRAME TIEDOWNS (TYP) 1. ALL TIEDOWN STRAPS AND CONNECTING HARDWARE MUST CERTIFIED BY A PROFESSIONAL ENGINEER OR A RECOGNIZED TESTING LABORATORY TO. ADEQUATELY SUPPORT A 3150# ALLOWABLE LOAD MINIMUM. '(ULTIMATE LOAD 4725# MINIMUM) AND/OR TO COMPLY WITH ASTM D3953-91. 2. ALL GROUND ANCHORS SPECIFIED ON THIS DRAWING MUST BE CERTIFIED BY A PROFESSIONAL ENGINEER OR RECOGNIZED .A TESTING LABORATORY TO'ADEQUATELY SUPPORT A 3150# ALLOWABLE VATHDRAWL LOAD ' MIN..(ULTIMATE LOAD 4000# MIN.) WHEN LOADED BOTH PARALLEL WITH THE ANCHOR SHAFT AND AT A 45' ANGLE FROM THE ANCHOR SHAFT, 3. THE GROUND ANCHORS MUST BE INSTALLED TO THEIR FULL DEPTH IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS (IG. APPROVED FOR INSTALLATION IN THE SOIL. TYPE WHICH NOTE: EXISTS AT THE SITE, ETC.) AND MUST EXTEND BELOW THE FROST UNLESS SPECIFIEDI OTHERWISE ON OTHER DRAWINGS, LINE' ALL TIEDOWN STRAPS AND GROUND ANCHORS 4. ALL GROUND ANCHORS CONNECTED TO THE SIDEWALL FRAME SPECIFIED ON THIS DRAWING ARE IN ADDITION TIEDOWNS MUST BE PROVIDED WITH STABILIZER PLATES TO TD THE TIEDOWNISTRAPS AND GROUND ANCHORS MINIMIZE HORIZONTAL MOVEMENT.' REQUIRED AT THE SHEAR WALLS. i P.E. SEAL THIRD PARTY REVISIONS NOBILITY HOMES ci NW41. a Lm- BY: DATE. 5/20/10 ui =•I 1•= OWMAY252010o ANCHORAGE SYSTEM ` =�dc CL 1 n` llW.WMw&=.d rn 0 DRAWN BY TC DAPIA No_*pi�jM� c►�1 —rC I—1 S 5 0/10 DATE 1/26/96 VY ISM N.T.5 FIGURE 18 28 SU-33.1 NOBILITY HOMES HORIZONTAL GRADE TYPICAL SINGLEWIDE TIEDOWN INSTALLATION -� (STANDARD TIEDOWN INSTALLATION - NOT AT SHEAR WALLS) WIND ZONES 2&3 �k W/FRAME TIEDOWNS CONNECTED TO FAR STEEL BEAMS. INSTALL -A 3/8"X3-1/2' LAG SCREW W/FLANGE CLIP ON THE INSIDE FLANGE OF EACH STEEL. BEAM ON EACH JOIST WHICH HAS A LAG SCREW INSTALLED ON THE 1-1/4" x .035" TIEDOWN OUTSIDE FLANGE. (THESE LAG SCREWS TO BE STRAP (TYP) SITE -INSTALLED; JO1515 WHICH HAVE A LAG SCREW ALREADY INSTALLED DO NOT REQUIRE A LAG SCREW) EXCEPT AT SHEAR WALL VERTICAL TIEDOWNS, INSTALL A FRAME TIEDOWN STRAP AT EACH VERTICAL TIEDOWN LOCATION AND CONNECT THE FRAME TIEDOWN STRAP TO THE SAME DOUBLE HEAD GROUND ANCHOR AS THE VERTICAL 71EDOWN STRAP (TYP EACH SIDEWALL) GROUND ANCHOR (TYPICAL) BACK ANGLE FOR ALL GROUND ANCHORS CONNECTED TO SIDEWALL FRAME TIEDOWNS PER DWG SW-G-3 (TYP) INSTALL VERTICAL TIEDOWN STRAPS AND/OR SECURE THE VERTICAL TIEDOWN STRAPS TO GROUND ANCHORS AT OPENING STUDS WHEN THE OPENING WIDTH EXCEEDS 48" AND AT A SPACING NOT TO EXCEED THE VALUE SPECIFIED ON DRAWING SW=G-3. HEIGHT FROM GRADE TO TOP Or STEEL BEAM SPECIFIED ON DWG SW-G-3 GENERAL NOTES: 1. 4L TIEDOWN STRAPS AND CONNECTING HARDWARE MUST CERTIFIED BY A PROFESSIONAL ENGINEER OR A RECOGNIZED TESTING LABORATORY TO ADEQUATELY SUPPORT A 3150# ALLOWABLE LOAD MINIMUM (ULTIMATE LOAD 4725# MINIMUM) AND/OR TO COMPLY WITH ASTM D3953-91. 2. ALL GROUND ANCHORS SPECIFIED ON THIS DRAWING MUST BE CERTIFIED BY A PROFESSIONAL ENGINEER OR A RECOGNIZED TESTING LABORATORY TO ADEQUATELY SUPPORT A 315G# ALLOWABLE WITHDRAWAL LOAD (ULTIMATE LOAD 4725#) MIN. WHEN LOADED AT A 45' ANGLE FROM THE ANCHOR SHAFT AND A 3150# ALLOWABLE WITHDRAWAL LOAD (ULTIMATE LOAD 4725#) MIN. WHEN LOADED PARALLEL TO THE ANCHOR SHAFT'. 3. THE GROUND ANCHORS MUST BE INSTALLED TO THEIR FULL DEPTH IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS OVED EXISTS SOTE,INSTALLATIONND NOTE ATG. TH MUST EXTEND BELOW THE FROST UNLESS SPECIFIED OTHERWISE ON OTHER DRAWINGS, LINE. ALL TIEDOWN STRAPS AND GROUND ANCHORS SPECIFIED ON THIS DRAWING ARE IN ADDITION 4. ALL GROUND ANCHORS CONNECTED TO THE SIDEWALL FRAME TO THE TIEDOWN STRAPS AND GROUND ANCHORS TIEDOWNS MUST BE PROVIDED WITH STABILIZER PLATES TO REQUIRED AT THE SHEAR WALLS. MINIMIZE HORIZONTAL MOVEMENT. P.E. SEAL THIRD PARTY REVISIONS N OB 1 LI TY - H OM ES 1tifilLh1i � �'N 1 K,14 /�i o wwo. a LTR: BY: DATE °°=" W .fl N/A WfC 5/20/10 . ANCHORAGE SYSTEM "" o 9 M.�o� S`cnR IrMAY 252O1Oo a C.%m F� FAR BEAM METHOD DftA1VN BY: TC DAPIA NO.: c SW—FI—� rfe < �sd�s ds O /20/10 DATE 1/26/98 SG N.T.S. FIGURE 18a SU-34.1 29 OBILITY'HOMES, INC. WIND ZXYE III (100 MPM WIND ZCNE III (110 M) 11EDOWN ANCHOR W/ RADIUS CLIP EDGE OF HOUSE CONTINUOUS TIEDOWN STRAP DETAIL ".a" GRADE TIEDOWN STRAP INSTALLATION DOUBLE HEAD GROUNO.ANCHOR C3 OCT 1 6 2008 0 C �- Federal Manufactured Home Construction m And Safety Standards FOR FULL WIDTH SHEAR WALLS. LOW STRAP WIDUGIH I---t S13T IN SHEAR WALL VERTICAL T®OWI1 ANCHOR AND GROUND ANCHOR (--� 4�KSMAU. CONNEZ:U' EAMi ENO TO OOUBLE HEAD PIER BELOW EDGE JOIST OPPOSRE SHEAR WALL \I WHEN SHEAR WALL TEUHMINATES OVER JOHST MW ILEVM GROUND ANCHOR tHSTALL PIER WI7NIN d' OF SHEAR WALZ BLOW EDGE J=T "CAL). NUIE ALL MOM TMAP'S AND =NNEC.ONG HARDWARE MUST CERT M V A PRWMSI7NAL ENGWEFR OR A RECODl M LOOP STRAP iTHRQULOH IN SHEAR WALL VERTICAL 7®OWN ANCIHOR AND MNNECT EACH ENO TO OMME TMNC LABDRAM" M A0EGUA7EL7 SUPPORT A n50+ L r MASS LOAD IpNWUM ((ULZMATE LOAD 47W IaMWM) HEAD GROUHO ANCHOR. SEE OEM W ABOVE µDOH TO COMPLY 1AHTH AM =W-4t. ALL GROUND ANC HORS Slim ON 7M5 ORAMIG MUST BE COMM B7 A pRaMMoNAL E MMKE ER OR A RECOGNMM TMING LABORATORY Tfl ADEOUAIMY SUPPORT A IF500 ALLMAIRS WITHDRAWAL LOAD I,Oi_MJIMAIE_ LAIAD 4MVPNO •) WHEN LOAM PARAu.EL WITH ANCHOR SHAFT THIRD PARTY REMSIONS A NCHORAGE SYSTEM or L ' — N64R BEAM METHOD EEEI STRTE Of "'' '•' a =! S. } MAIN Or SW—R— a Ioem rR4IM Isn �rsl 30 SU-3 5 9 E-tis 'ON rwa alm ►rrapl I I , -:, do N31S),S 35VQHONd 1 = 1MUDDON era ;Lei aui ~+ - �.' � 7�?�� '`�r�.`• !7 SNOISVA381 I ),lbdd C181HJ IV35;++11911 •LWHS HOMW HLIM 'MTWHYd 030VCn N3HM WMO avo-i 31Yninn NIn avm lMVa0Hum 3levMOTIv Awste Y aNv *IJVHS SCHONV 3141. MQU .St 3'Mw Nv lY 03aval NM M CNin fgUt aven ayncIn)'NIM OYOI 1VMVHM" 310 MOTIv /OSLC Y 1210ddM I" MLVn030V OL "UVMOBVI SNLLS31 a3Z N=M V MO HMMMN3 T'N0653MHd V A8 CGUI 30 38 lsnn ONMAVWCI STILL NO a3Lg3ds swHONv aNnous TIV •ts-mam 1itV HUM .l WnM m WOW (nnnINIM ftUt aval 31vMLLln) nnnINIM avOi 3iav#miw trim V J wadm Al31VnO3av m "MVWSVI 91411531 a3ZM003M Y MO H33MP 3 lVNOEM-4QHzl V 18 a3L:HLHM 1SnM 3HVMCHVH 8Na33NNOO aNV SdVMLS N CCM .TN 3IpN IG4-MLLNvo ismr ma MYNIMMM TIVM HV3HS N3HM TIVM W34S 3160dd0 1510P 300 MOMS tOld TIVISNI • "HOROMY ONnOHS aV3H 31131700 Ol MG HOY3 1MNN= aNV HOHONV NMOMIL WMII M3A TIVM W3HS NJ IGW HOMIM dVHM d001 VMM MV3HS HLC MA MrW 2IOd (dJ.1.) Spins m—'s avj Ol a3103NNOO SNMOmLL 3YMU TIVM3aIS/M WHONY 014n02l9 ay3H, menoa 3ora'a� r &HIS NMOa3LL SnonNLLNOM' MV38 SSSVH3 HO dl�a smayN /M" aOHONV WOCM NOLLVTIV1SNl dvHLs NMO®LL 35nOH JO 3JC_13 Pj•pa ra Amiss P"M M— I Gras is i aNn= aV3H 31sma m aN3"HOV3 IMNN IOw NMOa3LL WOLLM IWIA MY-46 M ICM HSnCVHL dVWS dOOI -ftcicm) I= mm MO-M TWM (1YMIL1) w3Hs dO ,8 mHm m31d 'f1 ink, wmwV aNnOM9 �L-'19V1IA WMS. d0 A MIX AT1Y, mm a3OVld W IS HUM WHOW aNnors;l C*H 3M= V OL CIM HOV3 l MO= OW I MY38 1331S 3HL MG dYM NiM M T1VIM 'S'I" Hv:gm HLOiM TM Md 1si377C3 I SPAPMS f42385 PUY j nopon�suO� omog i Pamto¢;nteyv 1�P�3 '� W -p 800Z 9 1 130 c Q. m CL DU C) irl�1S.�,S NMOCaJ1. 7-TVM Z 'r-E- S EQIMS7VNIS 'DNI `SJW0H AZI'IIE[0N NOBILITY HOMES TYPICAL IDOUBLEWIDE TIEDOWN INSTALLATION (STANDARD I EDOWN INSTALLATION — NOT AT SHEAR WALLS) WIND ZONES 2&3 INSTALL VERTICAL 71EDOWN'STRAPS AND CONNECT THE VERTICAL TIEDOWN STRAPS TO GROUND ANCHORS AT EACH VERTICAL TIEDOWN ANCHOR INSTALLED ALONG MARRIAGE HEIGHT FROM GRADE TO TOP . LINE. WHEN VERTICAL 11EDOWN STRAPS ARE IN OF STEEL BEAM SPECIFIED ON BOTH HALVES AT THE SAME LOCATION, CONNECT BOTH DWG SW—G-3 STRAPS TO THE SAME DOUBLE HEAD ANCHOR WITH RADIUS CUP (SEE RADIUS CUP DETAIL). 1-1/4" x .OW TIEDOWN IS CHASSIS' STRAP (TYP) II PIER (TYP) -- — kORIZONTAL GROUND ANCHOR GRADE '- --INSTALL ALL GROUND (TYPICAL) ANCHORS BELOW MARRIAGE WALL VERTICALLY AS SHOWN 09D* FOR ALL GROU .D ANCHORS CONNECTED SIDEWAU_ FRAME TIEDOWNS (TYP) EXCEPT AT SHEAR WALL VET TICAL TIEDOWNS, INSTALL A DIAGONAL FRAME TIEDOWN STRAP AT EACH VERTICAL TIEDOWN LOCATION AND CONNECT THE FRAME TIEDOWN STRAP TO THE SAME DOUBLE HEAD GROUND ANCHOR AS THE VERTICAL TIEDOWN STRAP (TYP EACH SIDEWALL) INSTALL VERTICAL TIEDOWN STRAPS AND/OR SECURE THE VERTICAL TIEDOWN STRAPS TO GROUND ANCHORS AT OPENING STUDS WHEN THE OPENING WIDTH EXCEEDS 48" AND AT A SPACING NOT TO SPECIFIED EED THE VALUE ECIFIED ON DRAWING SW-G-3 UNLESS SPECIFIED OTHERWISE ON OTHER DRAWINGS, ALL MEDOWN STRAPS. AND GROUND ANCHORS SPECIFIED ON THIS DRAWING ARE IN ADDITION TO THE TIEDOWN STRAPS AND GROUND ANCHORS REQUIRED AT THE SHEAR WALLS. P.E. SEAL THIRD PARTY a /ttvtc�rF4: % M No 0=841 Imo= = 0 MAY 252010 0-ir-1 va Fde.t Co=u;dMQ Hctemv �ndSafety suoa.tigt 1. ALL TIE -DOWN STRAPS AND .WARE MUST CERTIFIED BY A PROFESSIONAL INRNG D ENGINEER O SA RECOGNIZED TESTING LABORATORY TO ADEQUATELY SUPPORT A 3150# ALLOWABLE LOAD. MINIMUM (ULTIMATE LOAD 4725# MINIMUM) AND/OR TO COMPLY WITH ASTM D3953-91. 2. ALL GROUND ANCHORS SPECIFIED ON THIS DRAWING MUST BE CERTIFIED BY A PROFESSIONAL ENGINEER OR A RECOGNIZED TESTING LABORATORY TO ADEQUATELY SUPPORT A 3150# ALLOWABLE. WITHDRAWAL LOAD (ULTIMATE LOAD 4726#) MIN. WHEN LOADED AT A 45- ANGLE FROM THE ANCHOR SHAFT AND A 3150# ALLOWABLE WITHDRAWAL LOAD (ULTIMATE LOAD 4725#) MIN. WHEN LOADED PARALLEL TO THE ANCHOR SHAFT. 3. THE GROUND ANCHORS MUST BE INSTALLED TO THEIR FULL DEPTH G. APPROVED FOR INSTALLATION NA THE SOIL R ERS INSTRUCTIONS TYPE WHICH (I EXISTS AT THE SITE, ETC.) AND MUST EXTEND BELOW THE FROST LINE. 4. ALL GROUND ANCHORS CONNECTED TO THE SIDEWALL FRAME TIEDOWNS MUST BE PROVIDED WITH STABILIZER PLATES TO MINIMIZE HORIZONTAL MOVEMENT. • REVISIONS BY. DATE NOBILITY HOMES 5/20/10 ANCHORAGE SYSTEM NEAR BEAM METHOD DRAWN BY. TC I DAMA NO., SW"FI-2 DATE 1/26/96 1W. N.T.S FIGURE 20 SU-37.1 32 NOBILITY HOMES TYPICAL DOUBLEWIDE TIEDOWN INSTALLATION* (STANDARD TIEDOWN INSTALLATION - NOT AT SHEAR WALLS) INSTALL A 3/B"X3-1/2" LAG SCREW W/FLANGE WI.ND ZONES 2 & 3 CUP ON THE INSIDE FLANGE OF EACH MARRIAGE WALL STEEL BEAM ON EACH JOIST WHICH HAS A LAG SCREW INSTALLED ON THE OUTSIDE FLANGE. (11.JESE LAG SCREWS TO BE SITE —INSTALLED; JOISTS WHICH HAVE A LAG SCREW ALREADY INSTALLED DO NOT REQUIRE A LAG SCREW] (1 INSTALL VERTICAL TIEDOWN STRAPS AND/OR SECURE THE jJ VERTICAL nEDOWN STRAPS TO GROUND ANCHORS AT EACH VERTICAL TIEDOWN ANCHOR INSTALLED ALONG MARRIAGE HEIGHT FROM GRADE TO. TOP LINE. WHEN VERTICAL TIEDOWN STRAPS ARE IN OF STEEL BEAM SPECIFIED ON BOTH HALVES AT THE SAME LOCATION, CONNECT BOTH DWG SW—G-3 STRAPS TO THE SAME DOUBLE HEAD ANCHOR WITH RADIUS 11 CLIP (SEE RADIUS CLIP DETAIL). STANDARD CHASSIS INSTALL ALL GROUND PIER (TYP) ANCHORS BELOW MARRIAGE _ GRADE WALL VERTICALLY AS SHOWN BACK ANGLE -FOR ALL GROUND ANCHORS CONNECTED TO SIDEWALL FRAME TIEDOWNS PER DWO SW—G-3 (TYP) EXCEPT AT SHEAR WALL VERTICAL TIEDOWNS, INSTALL A DIAGONAL FRAME TIEDOWN STRAP AT EACH VERTICAL TIEDOWN LOCATION AND. CONNECT THE FRAME TIEDOWN STRAP TO THE SAME DOUBLE HEAD GROUND ANCHOR AS THE VERTICAL TIEDOWN STRAP (TYP EACH SIDEWALL) INSTALL VERTICAL TIEDOWN STRAPS AND/OR SECURE THE VERTICAL TIEDOWN STRAPS TO GROUND ANCHORS AT OPENING STUDS WHEN THE OPENING WIDTH EXCEEDS 48" AND AT A SPACING NOT TO EXCEED THE VALUE SPECIFIED ON DRAWING SW—G-3. * W/FRAME 11EDOWNS CONNECTED TO STEEL BEAMS CLOSEST TO MARRIAGE WALL 1-1/4" x .035" TIEDOWN STRAP (TYP) 1. ALL TIEDOWN STRAPS AND CONNECTING HARDWARE MUST CERTIFIED BY A PROFESSIONAL ENGINEER OR A RECOGNIZED TESTING LABORATORY TO ADEQUATELY SUPPORT A 3150# ALLOWABLE LOAD MINIMUM (ULTIMATE LOAD 4725# MINIMUM) AND/OR TO COMPLY WITH ASTM D3953-91. 2. ALL GROUND ANCHORS SPECIFIED ON THIS DRAWING MUST BE CERTIFIED BY A PROFESSIONAL ENGINEER OR A RECOGNIZED TESTING LABORATORY TO ADEQUATELY SUPPORT A 3150f ALLOWABLE WITHDRAWAL LOAD (ULTIMATE LOAD 47250 MIN. WHEN LOADED AT•A 45' ANGLE FROM THE ANCHOR SHAFT AND A 3150# ALLOWABLE WITHDRAWAL LOAD (ULTIMATE LOAD 4725# MIN. WHEN LOADED PARALLEL TO THE ANCHOR SHAFT. 3. THE GROUND ANCHORS MUST BE INSTALLED TO THEIR FULL DEPTH IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS (10. ACH PPROVED AT THE INSTALLATION THE I HE SITE,ETC.) MU IEXTEND BELOW THE FROST LINE. 4. ALL GROUND ANCHORS CONNECTED TO THE SIDEWALL FRAME TIEDOWNS MUST BE PROVIDED WITH STABILIZER PLATES TO MINIMIZE HORIZONTAL MOVEMENT. P.E. SEAL THIRD PARTY. REVISIONS NOBILITY HOMES ,,.,�0, K� •,, ► LMt BY: DA1E W M N/A VX 5/20/10 0MAY 252010o ANCHORAGE SYSTEM °r _ 11 a -c FAR BEAM METHOD `—it '""" ' _ CL m 0 ds 0 DRAWN BY. TO DAPIA NO— SW—FI-2 5/20/10 . DATE: 1/26/96 Sa N.T.S FIGURE 20a 33 SU-38.1 EXCEPT FOR FULL WIDTH SHEAR INSTALL MEDOWN STRAP OVER 1 AND CONNECT EACH END TO A GROUND ANCHOR WITH STRAP P WITHIN 8" OF SHEAR WALL SEE DETAIL 'A' ABOVE SHEAR :EL. BEAM HEAD VERTICALLY S TIEDOWN ANCHOR W/_RADIUS CUP EDGE OF HOUSE IN,� OR CHASSIS BEAM CONTINUOUS TIEDOWN STRAP DETAIL "A" GRADE TIEDOWN STRAP INSTALLATION DOUBLE HEAD L� GROUND ANCHOR GROUND ANCHOR INSTALL PIER WITHIN 8" OF SHEAR (TYPICAL) WALL BELOW EDGE JOIST (TYPICAL). LOOP STRAP THROUGH SLOT IN SHEAR WALL VERTICAL TIEDOWN ANCHOR AND CONNECTI EACH END TO DOUBLE HEAD GROUND ANCHOR. SEE DETAIL "A" ABOVE. FIGURE 21 CONNECT 4 STRAPS ON TRUSS ABOVE SHEAR WALL TO BLOCKING IN OTHER HALF WITH (4) #10 x 1-1/2" SCREWS AT EACH END. FOR FULL WIDTH SHEAR WALLS. LOOP STRAP THROUGH SLOT 1N SHEAR WALL VERTICAL TIEDOWN ANCHOR AND ' CONNECT EACH END TO DOUBLE HEAD* GROUND ANCHOR. INSTALL PIER BELOW EDGE JOIST OPPOSITE SHEAR WALL WHEN SHEAR WALL TERMINATES OVER JOIST CANTILEVER. NOTE: ALL TIEDOWN STRAPS AND CONNECTING HARDWARE MUST CERTIFIED BY A PROFESSIONAL ENGINEER OR A RECOGNIZED TESTING LABORATORY TO ADEQUATELY SUPPORT A 3150# ALLOWABLE LOAD MINIMUM (ULTIMATE LOAD 4725# MINIMUM) AND/OR TO COMPLY WITH ASTM D3953-91. ALL GROUND ANCHORS SPECIFIED ON THIS DRAWING MUST BE CERTIFIED BY A PROFESSIONAL ENGINEER OR A RECOGNIZED TESTING LABORATORY TO ADEQUATELY SUPPORT A 3150# ALLOWABLE W ITHDRAWL LOAD MIN. (ULTIMATE LOAD 4725# MIN.) WHEN LOADED PARALLEL WITHTHE ANCHOR SHAFT. P.E. SEAL THIRD PARTY REVISIONS NOBILITY HOMES % I —K"l+ ��'�' -'78�1 1 p c 003� • C _ SfplECF o- o\i`R a � i I Il/10/091 0 W R$VISED' C3 DEC -9 2009 o CL ed m Fdd n , d%"I dazds O LTR: BY: DATE ANCHORAGE SYSTEM NEAR BEAM METHOD DRAWN BY: TC DATE. 11/10/09 DAPIA NO.: SC N.T.S. SW—FI-4 SU-39.1 34 NOBILITY HOMES, INC. DOt.i�L=WID= 51-(�r�2 UJA ! TfEDOWN 51'5 y-M * Q Jrw(v L u ..0 0 OCT 1 6 2008 G � 0. Federal Manuiltauced Home Construction C m And Safety Sandsrds DtC9 T FOR - FULL WIDTH SHEAR WALLS• AND CDNHE= EACH END TO A DOUBLE HEAD GROUND ANCHOR WRH . STRAP�VERTICALLY WTHIN B' OF SHEAR WALL TIEDOWN ANCHOR w/ RADIUS CUP EDGE OF HOUSE OR CHASSIS BEAM CONTINUOUS TiEDOWN STRAP ..n=—T LI "A" GRADE TIEDO%W STRAP INSTALLATION DOUBLE HEAD GROUND ANCHOR CONNECT 4 STRAPS ON TRUSS ABOVE SHEAR WALL TD BLOQONG IN OTHER HALF 1lM (4) /ID x 1-1/2' SCREWS AT EACH END. FOR FULL WIDTH SHEAR wALLS. LDDP STRAP THROUGH SAT IN SHEAR WALL VERTICAL TIEDOWN ANCHOR AND CONNECT EAC}i END TO DOUBLE HEAD GROUND ANCtHOR. INSTALL PIER BELOW EDGE JOIS'i OPPOSITE SHEAR WALL WHEN SHEAR WALL TERMINATHS OVER JOIST CANTILEVER. GROUND ANCHOR \INS'TALL, PIER wITHIN' B" OF SHEAR NCR. (rMCAI-) wALL BELOW EDGE JOIST (TYPICAL). ALL TIEDDWN STRAPS AND CONNECTING HARDWARE MUST LOOP STRAP THROUGH SLAT IN SHEAR WALL VEiITiC.AL CERTIFIED BY A PROFE551ONAL ENGINEER OR A RECOGNIZED LOOP N ANCHOR AND CONNECT SHEAR E:ACWA TO DOUBLE TESTING LABORATORY ID ADEQUATELY SUPPORT A 31504 HEAD GROUND ANCHOR. SEE DETAIL HAS ABOVE ALLOWABLE LOAD MINIMUM (ULTIMATE LOAD 4725f MINIMUM) AND/OR TD COMPLY WITH ASiM 03953-9.1. * W/SIDEWALL FRAME � BEAMS CLOSEST TARRIAGEOWINS CW TO WALL STEEL P.E_SEAL THIRD PARTY ALL GROUND ANCHORS SPEC MED ON THIS DRAWING MUST BE CERTIFIED BY A PROFESSIONAL ENGINEER OR A RECOGNIZED TFSIING LABORATORY ID A13EMAIMY SUPPORT A 31501 ALLOWABLE WITHORAWL LOAD MIK—(ULTIMATE LOAD 47251 MIN.) WHEN LOADED AT AN ANGLE 45' FROM THE ANCHOR SHAFT. AND A 3li7owALLOWABLE WTHORAWL LOAD MIH.(ULTMATE.LOAD 4,,71M WHEN LOADED PARAI I El WITH ANCHOR SHAFT. REVISIONS A;� �1 D FIGURE 21a DEC 2 4 1998 _ FMoirai JAddile �• Hcml,Oaoatrursioo And Ba[ety B4ndarde ANCHORAGE SYSTEM FAR BEAM METHOD i °M& SW-Fl-4 �no�ve se N.Ts REV. E SU-40 35 It-ris 9£ 9—IA—MS siH-ems te/zz/ MN nova M :xa (H&K O-tZ)m HNOZ CLN-M 131S),S 30`d IQHON`d Vie• ' S NO IS IA38 zZ 32Ti IMI -MGM HOIIVaroL3loa 3HL al W= 3a Nam 1TNIWVM My law www m 'vasivas amvw 19 am sr �Ua13 VORWWA OL Hommca amism drn 1�11 1Y in A f 'LEI spJspurlS `IoloS QUV uollonlisuoc awoH ul � dN SIAERf 0.1 �1.Vd d8IHI VIA �(3 2VIS i �l00SE00ON �� p �' !Il11111SI1 •;,�•or+ %ndaozzaox 3alr+taaxa+ at seams mzrau=n Hades CmCM m an .tam+ Fm=m Tl0m n moazu 'SVEIIQ07S wn ,= •�L.Mg *=uv = �d rmm 'mau s► r = Qua Sir114 wmuw mm as •mrrzmd nos aaam am 'am+ (gsac► =M axx==l^I aum 3Z8YrI m 305Lc I ma"m x'ffi=omar aL xE0Er7 UW% DN=I .S ==MDMR v NO asmanm •Aamxacmdow V In an== as == mmwm m= w o=Eda AMUT mmmm •rtv aowtry araao am 3larwu---- 10 i N n I Vo u r 1� I a1mm Honom a3nv3mu 0 MU NOv3 HM (sNrrwmt 3Mvw TNAWN www NM XmL mx0'l ousts - aomw man= 1vIN011Lpw1 A" Hommu a3dom sad a3HG3ds sv wm � 3MVB) =113WMOlW I ionic a3Lva duns ►M10a•10. � r� 1��} I snl Nfilo I� atNI dvs smruLN0:77 a3 R6 SWgPWIS AlaJeS PUY uanaull oa mwH > Rum its 41 FM=pvew Imp., .� ( a31Na� o 81 I -•p . cm gnu" /M vmw- p oc 9I1 ING(ML IWNNMtNM — }, Yuvool)a smvw oaramis ouuG oL �0 p m it it l �s MaIA INVICI 108J jumm -Man brit MAI KOM da Oita HOWE MOW 1l01{ONY UNf UV3H 3.1 ICHOnoa •0•0 jai do 09=Vds 'Yoaddi 8r SY man Msix ftiM do (SNOILOMSNI Naa ms ac awe oar saoxnmr moomn •onvl rm,411=9 NOILYTiV1SHI 90.4 M0138 I ; O I ,Y. lIV320 33S) dV2LLS *du31L .*/L t a .B£O• -o--es-----i---- 11 V II 4wau a m �Q xmm as av �s II 11 own Naot iw d39 aDI[" am 4RicxM - aaau (M0138 Y. MIV38 Jm Ursa n�sa goad }� ma Os al ao own 11V13U 33S) HOHJNV SISSVHJ as xn+ Eaoar cm aras>a mmoa . -now wou3LL iVN unuoNOi mms7H"Q, (AHYA Ay" t-tLyPol) 2t3id s�3 uo�Nr masaoaE atrx Ulm as SWVHD UNYOWIS T33Ls HDrS JZadENI IMH •nays jrt 10 WMLWEI o,t aaa•7am aolmuw NMaa3Ix ' aNa•r Hara No awrry-LBNI 9E ,tEaN NO((JNV aNOaaa HIM N11aa3IS 3WHd (r ) SRO NY38 1331S 30 V401108 NO 43-nVISNl S2ICHON`d NMOC1311-IYNlarlLD V OI N3HM aMl OMI AINO 'DMI. `SHWOH AIMIROM NOBILITY HOMES, INC. . NOBII.TTY HOMES r Ic`l� thl5 T AL.� MAXIMUM i I EDOINN SPACINGS _ � ►��+ � � _ I M6XR9.r7 St��I1tL'= M67CMLA1 VV,AN'' WALL nIN�► �M am I I r = AND= fly4M I c MCKA M' I wuD Str---i,JL/ Jl Tt�GWN Ml.XIt t+r' oc "E �3'LL'>Nir E-'TV1�! MAMACE FRAA'£'I'mOWH STiA �1vF{t iEIGHT i LN�i i`:s I "7PE I !'Elui'nT /IO LAt:JLTIt71J 3 2 pw as AM Rti:1C AtO� �t ate �j �AMM mom. L=LDznW) MWL Mmuff- M"m= Ad A Ar AIG.E I�IIQ IM AND= SHM AND A NxKmr It AMM �LdlDsriq t1lL mmc ALL T8701N FWALOMM Ktr ME pwam TG ALL 7t3to>•t St1tATS A ALL �fMr Tom• 6M WIND WE II 1(100 MPH) WIND =NE II1 (110 WH) rO.FL ■ M4>r SttEYItaV1, t�OCF Olt�lt� dEWMff Mt to 7W OFik WAPL AponvolvL4 'per e�` . .. �LNLttD?5 51 5 U�U—Y Wit - +��,� `fin i� 4r•,F paw TABLE 4 0 jW W ac OCT 1 6 2008 0 a' Federal Manufactured m QHome Construction And Safety Standards al © 3 ffW40 a WISED, DEC 2 4 1998 Q x5j�� � C� 37 SU-42 'MAX°I'MUM T IEDOWN $P�,CINGS NOBILITY HOMES, INC. P -- FIELD INSTA -D I. WIND MAXIP4T1 S10"W , zone FEIGHT I MAXIMLM SIQ:W4'_ v_'rl TE�owr{ SPACINu UD LD[ATIDN MOXIM DWAMM a—�w J Ma�tu wn'_ I F,T0."E T®OWN STr?/LpS P'IINII'7L!'1 iF ST=+ a a� I HEIGHT I MAXIM" iF sr� e=aM FEIGFR GROL� aata,� I SACK NGL° :1"�":Gfra,xin+el .2r I__ q�" I et: N t3rr� I - wla I y4" 40" I o ;::;: - tnn� .I• I ( �I ' F+� BM ►r I -74-e." -72il ` - ^ .r. - •-..: if:�Vd. D I Gi' N, NdA�- DfA I _ I z-I�' I FP•t= StA I tr►r, I 7•3 f'" I I I( Girt N A �' G •,.i �,r '1J ' I I � NGhSL I U �' � I Z4" i �' I O •�.�orr�pWlLl1�ID�ftCSl40l:CD1D•LTa . aaeteo�rAs.'�►t7�-an�tiinAe!'ne Moots ", 1eOi•C�'r/At't.G:7QlFE•AtOO['9i4!T. [ POWALLIMPM PGrALL tTTd !!N7r0=1Qt tt6T! Ants=.7D Tl I ZVMN Sr. ALL SOW � : (AX �fi1 UM '.: T :"I.ED O V 'K' Mn RM oun.-_ TO L& ■ M L M'V'wi 1 FmW Dyed #,k 4v�jn ioic-iis k'l.vke BM w( V61-r. IML Ai-34trPs C4,t5i u?-!" WIMP elA IN' . ka gwjF tT=M Od THIS AtawM xrmwe TABLE 5 SPACINGS FIELD INSTALLED ' LNiT'T1'� w110 ?DPE S I , .1.FEiGNT I I MAXMJM SID-SWAL' YSTI IC.4J a■E TWOWYN ISPACM AND LDG,TION MUZIMUM DIStAN, W,�J P78rwALL L= TEMOM S9 RA°S MINIMUM iF M MMLM 52 MEAM 5 = BEAM FEiu'HT I FEIGHT rC it oLl� ar�FtO� w ° ot{ I' ti I �f ' I I I L ' wepx 5A NI FF 1 1.1-" 1 4-1" O ' � '71NLLi{yt.1' I• •I I ' � � N I r�4i1" I 'i7-'' I Zd� • I I b' em I Is A, I viJ I 4-o!' 1 a b 9Lvc Fh C go I I ��" I —r" I mze • i I I I I I I I 7 .: m ( Z I iJ''I I all_' - %. I Nlk-4 d` I ?,4 1 40" I O I I0 t' x FAr- ctM w1k a rA-G" I 7" I �' I I I I I I I lf4 / I "I I & 1414n,New—" Ni kl"'- i 7.4J' i 4•D31 I !� I I 1 I I I I I I I I t J �.t-'cs; FRfL 5(K I F Aw I I I I I I I I I 1 I I WIND 70E. 11 WIND WE III (100 MPH) (110 MPH) I I I I 6— O 1- Fedetai Manufactured m Home Construction x.LMm Amcwm srOcvm aH TM P%= BE And Safety Standards D Ir! a rROFlS9Q11L lS1n>►� olt A � If ►S,GNT FROM GLADE TO -LM=lora'7vAn5Mlr aeoF Ttr of ST�I.1o<ItP1 'Nt1 "�Ar U �IM �� MUMATA, � � Gc►�rt►oLcus Pscc,e � w�u�t�s ,Kv* AL xt•• ■ wttwtOL LM RUMM LOW Fr:M nx Arc ttv-fs ycy; s t tF wlrcp ,netL�o� rA++AI.I.dTo Tf a►arat ,,,, ,.•,"',,,,�; "„� NvP.� L.ITy IiaM WILLIAM KALKER a ASSC+C �_c -nmc Dk Ttm DRAwns a ! � MRM ALL TtegotMl naTALunva "�T t sn�ca MWTzcrm M= w- r1n7v® Tn ALL All OTHM s-Mt r0W -VCW aN Or►�t 'L' ,i o.,r•; , j AN 40RAGE S`JST81 TM=w =w5 AT ALL cues URAWP S a/DvtSt N T!E SST-T MwAx- 1 1 "M 1 tab '• 'r•' �1 38 �,, ►-Ts TABLE 6 SU-43 MAXIMUM TIEDOWN SPACINGS WIND ZONE 2 WIND MAXIMUM • SIDEWALL MAX. SIDEWALL FRAME MAX. MARRIAGE WALL ,FRAME MINIMUM MAXIMUM GROUND HOME SIZE ZONE HEIGHT TIEDOWN SPACING TIEDOWN- SPACING STEEL. BEAM HEIGHT STEEL .BEAM ANCHOR AND LOCATION HEIGHT BACKANGLE 140' FLOOR W/ 8" O.H. SINGLE WIDE MS POST 2 7'-6" Low 9'-0" HIGH 5'-a" ax, NEAR BEAM N/A 24" n 40 p4 Sae wsING 159FLQAR wSI a"A.H.SIN VADE2 RED K 7'—s" Low 9'-0° HIGH 5' _ N/A 24^ 3O� NG POST NEAR BEAM 40" 06 188" FLOOR 24" 40" W1 3' O.H.SIN W/SHEO ROWAND 2 7'-5° LOW 9'-0" HIGH 6'-5" D.C. N/A 30' 'MUSS KINA PAST NEAR BEAM 00 183' FLOOR W/ as O.H. SINGLE WIDE. W�SHED 2 7'-f3" Low ' B —" N/A ROOF AND 30 7RUSS KING POST 9'-0" HIGH NEAR BEAM 24' 40" pG C3 ui C3 AUG 1.6 2011 xome uom=hoo O.H.= MAX. SIDEWALL ROOF EAVE OVERHANG A"aStecy.smGamrdv ROOF PITCH < 20 .DEGREES WITH 90" SIDEWALL AND TRUSS HEEL HEIGHT = B" ON LOW SIDE OF SHED ROOF ALL GROUND G ..MUST BE CERTIFIED BY A PROFESSIONAL ENGINEER SPECIFIED. NGIN ER OR A ECOGNIZEDNTESTING- LABORATORY TO ADEQUATELY SUPPORT A :3150= LB ALLOWABLE' WITHDRAWAL 10AD (ULTIMATE LOAD = 4725 LB) MIN: WHEN LOADED. 'AT :A:.45° ANGLE .FROM THE LLOAD = 4725 LB) MIN. D A 3150 WHEN LOADEDWPAR PARALLEL TOTHE -ANCHOR SHAFT.. SPECIFICATIONS ON'THIS DRAWING. SUPERSEDE .ALL OTHER SPECIFICATIONS SHOWN ON OTHER DRAWINGS ACED/OR IN: THE SET --UP MANUAL. 12EF.CALC#2-AUG 16 2011 SU-43A HEIGHT FROM GRADE TO TOP OF STEEL BEAM NOBILITY HOMES DATE: a fP it CODES: NHdSS L- ELS: O RE INS: 8/13/11 p .gy; WK CALE::Nts SYSTEM NEAR'BEAM METHOD SHEET SW _3 WILLIAM J. KALKER, JR., P.E.. 33ROC O DLANE CONSULTING ENGINEER (Z03) E6Id167 MAXIMUM TIEDOWN SPACINGS WIND ZONE 3 WIND MAXIMUM SIDEWALL MAX. SIDEWALL FRAME MAX. MARRIAGE WALL FRAME MINIMUM. MAXIMUM GROUND HOME SIZE ZONE HEIGHT TIEDOWN SPACING TIEDOWN SPACING STEEL BEAM HEIGHT STEEL BEAM HEIGHT ANCHOR BACKANGLE AND LOCATION 140' FLOOR WH. SIINGLE'VVIDE W�SFIED ROOF AND 3 7'-6" LOW s'—o' HicH 4'—s" O.C: N/A 24" 40„ 0a 30 .muss VJNO POST NEAR BEAM 109. OOR W/f e.OlKLOW— WJs ED ROOFOAND 3 W-0" HIGH 4'-8" O.C: /A� 24" 40" pa 30 TRUSS LUNG POST . NEAR BEAM ISO- MOOR WSINGLE'WWIiDE 3. 7'-s" LOW 5'-2' O.C. N/A 24' W/SHEiI RDOF AND 9'-0' HIGH NEAR BEAM 40' On 30' 1RUSS. KING POST 1/83" FLOOR WANGLE VADE 3 7�-6" LOW 5'-D" O.C. N/A ". W/SHED ROOF. AND 9 -o" HIGH NEAR BEAM 24 40 " po 3O- TRUSS KING. POST UJ 0 AUG 1.6 2 0-11 X li Q C6 C a Federal Man ufaeaaed 17'I noma wwaacNOR O.H.= MAX. SIDEWALL ROOF EAVE•OVERHANG CL zdsafdrysteadaids ROOF PITCH < 20 DEGREES WITH 90' SIDEWALL AND TRUSS HEEL HEIGHT =. 6' ON LOW SIDE OF SHED ROOF ALL GROUND ANCHORS SPECIFIED .ON .THIS _DRAWING MUST BE. -CERTIFIED BY A PROFESSIONAL ENGINEER' :OR. A, RECOGNIZED ::TESTING. LABORATORY TO ADEQUATELY SUPPORT.'>A 3150:L8'_-ALLOWABLE `WITHDRAWAL LOAD (ULTIMATE LOAD = 4725 LB)) =MIN:: WHEN: LOADED `AT -A. 45° ANGLE FROM THE ANCHOR SHAFT AND A-51501113 'AI:LOWABLE :WITHDRAWAL LOAD '(ULTIMATE LOAD = 4725 LB) MIN. WHEN LOADED PARALLEL :TO THE:ANCHOR SHAFT. SPECIFICATIONS ON THIS .DRAWING SUPERSEDE ALL OTHER .SPECIFICATIONS SHOWN ON OTHER DRAWINGS 'AND/OR IN: THE SET-UP MANUAL. REF.CALC#2-AUG 16 2011 w On 00 �_ j * HEIGHT FROM GRADE TO TOP OF STEEL BEAM NOBILIITY HOMES D TE: slum CODES:: yHcss :up:14up 8/13/li DRAWN BY: WIC. SCAC ANCHORAGE SYSTET' NEAR BEAM METHOD sHeET SW-G-3 WILLIAM.J. KALKER, JR., P.E: 37R=W000LAW CONSULTING ENGINEER HONROECT O6L69 (20) 261•1167 MAXI UM -TIEDOWN.. SPACINGS WIND ZONE 3 HOME SIZE WIND -ZONE SIDEWALL HEIGHT -MAX'-'SIDEWALL.*. FRAME 11EDOWN SPACING AND LOCATION MAX. MARRIAGE WALL FRAME -TIMbWN SPACING MINIMUM STEEL BEAM HEIGHT MAXIMUM STEEL BEAM HEIGHT GROUND ANCHOR BACKANGLE - 116" - FLOOR W/'3' O.H.. DOUBLE WIDE 3: A!—011 D.C. -'-NEAR -13EAM N/A 24�' 40" DO 116 FLOOR W/ - Y O.H. - DOUBLE WIDE 3. -7'-6 FAR BEAM ..N/A >40" 72" 200 e3 awe.. > O.H.= MAX.' SIDEWALL ROOF SAVE OV . ERHANG ccimvv Z15 A U.L -L HEIGHT FROM GRADE' TO TOP OF STEEL BEAM CL ROOF PITCH < 20 DEGREES CL. Federal ManurActured m cr Home coubvc"On in And Safety SLwdards ALL GROUND ANCHORS --SPECIFIF.C):*.ON.:T14IS:DRAWNG MUST I-3E. -CE.RTIFIED- BY A PROFESSIONAL ENGINEER OR A 'RECOGNIZED TESTING - LmRATbRY TO ADEQUATELY SUPPORT A 3150 113 .-ALLOWASLIE -WITHDRAWAL LOAD kULTIMATE'LOAD r=% .4725 L13) MIN.,-MM LOADED AT A 45c? ANG E.-FROM"THIE HOR SHAFT AND A 3150 LB ALLOWABLE. 'WITHDRAWAL LC 4ULTIMATE .LOAD = 4725 L13) 'MIN. -WHEN LOADED PARALLEL TO THE ANCHOR -SHAFT. No 003394L SPECIFICATIONS ON THIS' DRAWING: -SUPERSEDE ALL OTHER SPECIFICATIONS MATE OF SHOWN ON OTHER DRAWINGS AND/OR. -IN 'THE SET—UP MANUAL 00 C) REF.. CALL #1.-Nov:;. 20: NOBILITY HOMES I I gQATE-,.,l? --- DCss GELS: HUD REVISIONS-—— lvlp_�ll DRAWN BY- S SC L , T CALE; tas ANCHORAGE SYSTEM SHEET SW—G-3 WILLIAM J. NALKER, JR., P.E. PROCKWOUD LANE MONROE, CT 06468 CONSULTING ENGINEER (205) Zol-1167 ­`4 3 C' INSTALL ON FASTENERS AND ROOF I MAIN UNIT PER.OTHER IN ADDITION TO STD CHASSIS PIERS. INSTALL PIERS BELOW TAG UNIT AT EACH CORNER, BELOW EACH END'OF .SHEAR WAL BELOW RIDGE BEAM 'SUPPORT COLUMNS, AND AT MID POINTS OF TAG UNIT ENDWALLS AS. -SHOW INSTALL STANDARD '- VERTICAL TIEDOWN WITHIN 2V OF EACH STEEL' BEAM (TYP. EACH'ENDWALL) FLOOR (TYP.) INSTALL ON -SITE - FASTENERS AT ROOF LINE BETWEEN MAIN UNIT AND ATTACHED .UNITS PER FIGURE 24. D-UNIT SIDE W EDGE: J FLOOR PERIMET JOISTS LAGGED TOGETHER WITH 3/6' x 3 1/.2" ALL THREAD AT 36" O.C. MAX NOBILITY HOMES; INC. UNIT SET-UP (WITH RIDGE BEAM SUPPORTING TAG UNIT TRUSSES) rE INSTALL VERTICAL AND FRAME TIEDOWNS FLOOR ON MAIN UNIT PER SPECS FOR HOMES BETWEEN WITHOUT TAG UNITS. TAG UNIT G'S. SIZE PIER PER RIDGE BEAM SPECS. OFFSET PIER AS SHOWN TO MISS GROUND ANCHOR (TYP.) STANDARD CHASSIS PIER SPACING PER OTHER DRAWINGS (SAME SPECS AS MAIN UNIT). STEEL CHASSIS BEAM INSTALL STD, RIDGE -L -/ SHEAR BEAM VERTICAL TIEDDWNS BEEAMWEACH ADJA ENT DTO PIER OF (TYP.) GE WALL (TYP.) FIGURE 23 QUAD UNIT SET—UP STANDARD SIDEWALL VERTICAL AND FRAME TIEDOWNS PER OTHER DRAWINGS. SHEAR WALL PIERS AND ANCHORS PER DESIGN (TYP) INSTALL ONE (1) LONGITUDINAL TLEDOWN STRAP WITH GROUND ANCHOR BELOW EACH STEEL BEAM AT EACH END OF FLOOR PER SET-UP MANUAL" SPECIFICATIONS (TYP.) INSTALL SHEAR. WALL___ VERTICAL TiEDOWNS ON EACH END OF SHEAR . WALL, ADJACENT TO $IER AS SHOWN (LOCATION MAY VARY ALONG SIDEWALL) INSTALL ONE (1) . • LONGITUDINAL TIEDDWN STRAP WITH .GROUND UNIT ANCHOR BELOW EACH STEEL BEAM AT EACH --- END OF FLOOR PER SET-UP MANUAL SPECIFICATIONS (TYP.) STANDARD CHASSIS PIER .SPACING PER OTHER DRAWINGS ,_STD. JOINT WALL /-PIER SPACING PER 1 OTHER DRAWINCS CONTINUOUS RIDGE BEAM TIE DOWNS PER OTHER DRAWINGS 2x6 JOISTS (�) STEEL CHASSIS BEAM A -UNIT FIGURE 23o im �mm LU OCT 1 6 2008 0 a n' Federal Manufactured Home Construction m Cl And Safety Standards SIDEWALL ENDWALL FLOOR DECKING JOI T I-B AM CHASSIS OUTRIGGER 3/8"x3 1.12" ALL THREAD LAC SCREWS 36" O.C. MAX. OUAD UNITS LAY OLIT (TYP) KEY Q = STANDARD SIOEWALL VERTICAL TIEODWN WIND ZONE II (100 MPH) ®= SHCARWA L VERTICAL TIEDOWN 0. Co RNCC euuvERl�cet tl[nowN WIND ZONE 111 (1 10 MPH) SU-44 39 STRAPS INSTALLED -ON — DORMER IN FACTORY AND FASTENED TO TAG ROOF IN FIELD DORMER TRUSS (PER TYP. DORMER t:ONSTRUCTION DRAWINGS) J? O TAG/MAIN UNIT CONNECTIONS TAG UNIT ROOF PLAN VIEW OF TAG ROOF INTERSECTING DORMER (ROOF DECKING NOT SHOWN FOR CLARITY) 2X4 SPFA3 DRAG STRUT GLUE/NAILEOO TO TAG UNITTRUSS W/16 GA. X 2-1/2' STAPLES AT 6' O.C. DORMER TRU55 FACTORY: STRAP BLOCKING TO TAG ROOF W/I-1/2" X 26 GA STRAP AND 9)-14 GA. X 1-1/2" STAPLES OR 10)-15 GA X 1-1/2 STAPLES PER END (STRAPS 48' G.C. MAX.) SHEATH TAG UNIT ROOF SAME AS MAIN UNIT 2 X 3 SPF /3 (FLAT) BLOCKING INSTALLED BETWEEN DORMER TRUSS — FASTEN END OF EACH BLOCK TO DORMER TRUSS WITH (1) 16 GA. X 2 1 J2" STAPLE TOENAILED. FIELD INSTALLED FASTENERS )(10 X 1 1/2" SCREWS PER TAG UNIT TRUSS DORMER FRONT WALL SHTG PER SECTION "A -A" 2 X 3 SPFIj3 BLOCKING (FLAT) BETWEEN DORMER TRUSSES FIGURE 24 . STRAP #10 X 4" SCREW 2X3 BLOCKING 12' O.C. TOED (FLAT) NOTE: STRAPS TO 13E FASTENED OVER 15 X 1' ROOF DECKING Er. PENET. STAPLE 2X4 DRAG STRUT 5' D.C. Sp — DORMER FRONT WALL SHTG WITH 3Ja" OSB FASTEN 15 GA. X 1" PENEr. STAPLE 6" O.C. EDGES TRUSS AND ur O.C. FIELD. SECTION "A—P:' 3/8' X 3 1/2" LAG 24" O.C. TOED AT 45 DEGREE ANGLE 26 GA X 2' STRAP W/ 2-3/li' X 3 1/2' LAG EA END INTO JOIST SPACED 48' O.C. FASTENING AT FLOOR r OCT 1 6 2008 O CL 11 • Federal Manufactured Home Constnwtion And Safety Standards WIND ZONE II (100 MPH) WIND ZONE III (110 MPH) Hinged roofs and eaves requirements of the Mai and the Manufactured E Unless exempted by the for compliance with the 3280) by the IPIA or a 1 hinged roofs that are e� in accordance with the includes homes: 1. That are desil 2. In which the j 3. In which fuel NOBILITY HOMES, INC. HINGED ROOFS AND EAVES I ust be completed during installation in, compliance with all ufactured Home Construction and Safety Standards (24 CFR part 3280) ome Procedural and Enforcement Regulations (24 CFR part 3282). following provisions, hinged roofs are also subject to a final inspection Manufactured Home Construction and Safety Standards (24 CFR part ualified independent inspector acceptable to the IPIA. Homes with ;mpted from IPIA inspection are instead to be completed and -inspected 4anufactured Home Installation Program (24 CFR part 3286). This to be located in Wind Zone I; L , of the hinged roof is less than 7:12; and O OCT 1 6 2008 ing appliance flue penetrations are not above the hUge. C CL Federal Manufactured m GENERAL NOTES < Home Consbw ion And Safety Standards Tie down table does not consider flood or seismic loads and is not intended for use in flood or seismic hazard areas. In those areas, the anchorage system is to be designed by a professional engineer or architect. ) Sidewall vertical tie -down straps are used along with the diagonal tie downs. A vertical tie and a diagonal tie are located at the same place; both ties may be connected to a single ground anchor, provided that the anehor used has an approved double tensioning head. Materials not furnished by Nobility Homes which will be necessary to complete the tie down system must meet the requirements set forth below. Such materials would include: 1. Galvanized steeI� straps, .for vertical and diagonal frame ties, with a breaking strength of at least 3,150 pound working load (4,725 pounds ultimate). Type 1, Finish B; Grade 1 steel strapping, 1 '/ inches wide and 0.035 inches in thickness, certified by a registered professional engineer or architect as conforming with ASTM standard specification D3953=91, stan,dard specification for steel strapping, flat steel, and seals. 2. Galvanized strap buckles shall be rated at 3,150 pound working load minimum. (4,725 pounds ultimat, ) 3. Ground anchois capable of withstanding at least 3,150 pound working load (4,725 pounds ultimate). Anchors must be installed as specified by the anchor manufacture. 4. All anchoring equipment exposed to weathering shall have a resistance to weather deterioration t least equivalent to that provided by a coating of zinc on steel of not less than 0.30 ounces square foot of surface coated. 5. All other typo of construction must be completed under an AC approval by H.U.D. 41 SU-46 NOBILITY HOMES, INC. Typical materials, components and methods used in anchoring systems are shown in Figures 15 through 17. Anchoring materials and installation may by furnished by the home dealer or by a separate anchoring company. Typical spacing and location of tie downs are as specified in Tables 4, 5, and 6. CAUTION: A FIELD DESIGNED TIE DOWN AND ANCHORING SYSTEM MUST BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. OR ARCHITECT AND TIE DOWN POINTS PROVIDED BY NOBILITY HOMES MUST BE USED. DRAIN PIPING INSTALLATION (Refer to Figure 25) A. Crossovers. Multi -section homes with plumbing in more than one section require drainage system crossover connections to join all sections of the home. The crossover design requirements are located in, and must be designed in accordance with, § 3280.610 of this chapter. B. Assembly and support. If portions of the drainage system were shipped loose because they were necessary to join all sections of the home and designed to be located underneath the home, they must be installed and supported in accordance with § 3280.608 of this chapter. C. Proper slopes. Drains must be completed in accordance with § 3280.610 of this chapter. a. Drain lines must not slope less than one -quarter inch per foot, unless otherwise noted on the schematic diagram, as shown in Figure to § 3285.604. b. - A slope of one -eight inch per foot may be permitted when a clean -out is installed at the upper end of the run. D'. Testing procedures. -The drainage system must be inspected and tested for leaks after completion at the site. The installation instructions must provide testing requirements that are consistent with § 3280.612 of this chapter. See flood level test on page 45. DRAINAGE CROSSOVER LLX DOUBLE WIDE OR SECOND BATH CONNECTIONS > C OCT.1 6 2008 �O aJ. MAIN BATH SECOND BATH W/C DROP W/C DROPrM a a SHIPPING CAPS d- QHome Federal Manuft w'od Construction And Safety Standards FIELD INSTALLED SUPPORT STRAP (t/4" PER FOOT SLOPE) 4' O.C. FIGURE 25 SU-47 42 NOBILITY HOMES, INC. WATER DISTRIBUTION PIPING INTERCONNECTION FOR MULTI SECTION UNITS When multiple section's of a multi wide unit have water requirements, the water distribution lines protrude through the bottom of each section at the marriage or joining wall. A union is installed in each line to interconnect the two sections. Make certain the hot and cold water lines of the first section are connected to the proper hot and cold line of the second section. Since these interconnections are of tside the home they are subject to freezing. Proper precautions will have to be taken to preventlfreezing damage to these lines by the installer. See Figure 26 and page 45, WATER DISTRIBUTION PIPING FREEZE PROTECTION. I 1 � MNGwow N 7`(YN.) pa"To" AND 80TIOU Owito On �W .10 gDOR S W 40 WATER SUPP Y CROSSOVER �� � Q WATER DISTRIBUTION PIPING ' FREEZE PROTECTION► uaoNs . �� COVIN OCT 1 6 2008 M FIGURE 26 CL C 0. Federal Manufactured QHome ConMuction And Safety Standards CROSSOVER ELECTRICAL INTERCONNECTION I . (Refer to Figures 27, 28 and 29) Power between the! sections of a multi wide unit is provided by interconnections at the joining wall. Most interco�ections are of the snap together type. If the snap together type is not fiunished then the mterconnections are to be made in a junction box located in the end wall of the section in which the main distribution panel is located. An extended length of cable is provided on the opposite section for on -site interconnection. The interconnection must be made inside the junction. box provided using proper size wire nuts with insulating covers. The interconnection m�!ay be made in the main distribution panel box if it is located at the crossover location. The various leads are marked so that proper interconnection can be performed. However, it is the' responsibility of the installer to check for proper circuitry before and after interconnection is completed. FIG RE 27 MULTI -SECTION EIECTRICAI. 'CROSSOVER' WOE'r WX Na Me ���' CONNECTIONS -FIB INSTANATION (PANELBOARD FAC1ORr RtSTALLED FROM 'B' HALF SIDE)'I II '��I� WIRE PROTtTERS �• FROM 'B' HUF TROY 'B' HALF I TO TO 'A' HALF OTT CONWCUyD M SKAP DOUBLE QRCUI 100�"� °.:CAL 001O1 MM 2-15A 14-2 WIRE]j ar ( �D "f p1rN' 2-20A 112-2 WIRE) or trtx gGD�SD 1-15A i 1-20A MpfrCiNE LgrOR BDt CROSS —OVER ELECT ICAL INTERCONNECTION /—JUNCTION BOX O �— APPROVED ELECTRICAL CONNECTORS 0 CONDUCTOR PAINTED OR TAPED FOR O IDEWIFICATON AND WATCH UP. TO A' HALF FIGURE 28 SINGLE Of CM 15A 16-2 WIRE) or 20A 12-2 WIR) 43 SU-48 NOBILITY HOMES, INC. SMOKE ALARM WRUNG AND TESTING If smoke alarms are located on more than one unit in the home then an interconnection is required between units this is accomplished by snapping together the crossover connector. Energize the smoke alarm circuit (all alarms will be on the same circuit). For single wide homes, press the test button on the smoke alarm until alarm sounds, then release, check all other smoke alarms to verify they are alarming at the same time. Move to the next smoke alarm and test the same as above checking that all alarms are sounding at the same time. Continue this process until all alarms have been tested, For multi wide homes, energize smoke alarm circuit. Test all smoke alarms in all units as outlined above. If one or more alarms fail, check wiring; check battery, check smoke alarm installation then retest, if failure continues, replace alarm. Retest until all alarms are working properly. UTILITY CONNECTIONS/INSTRUCTIONS WATER SUPPLY The potable water supply is connected through a standard % inch pipe fitting to the supply inlet mandatory master shutoff valve. This valve is not factory installed and must be installed in the water supply line underneath or adjacent to the home. This connection is identified by a tag on the exterior of the home labeled "Fresh Water Connection". The water system must be inspected and tested for leaks after completion at the site. A- typical test adapter assembly might consist of the following: 1. % inch threaded inlet connection fitting Jr IMFFle 2. Water pressure gauge to 100psi minimum U, M 3. Air injector inlet -with valve 00 OCT 1 6 4. Water hose supply connector with valve Za08 O CL C The test procedure should include the following: Federal Manufactured THome Construction And safety Standards 1. All hot and cold piping is tested. 2. All faucets are closed. 3. The float arm in the toilet tank is raised to the shut-off level. 4. All shut-off valves are in the open position. 5. The water heater does not have to be tested, if not tested, connect the hot and cold together at the water heater. When using an- air -only test, the water heater must be disconnected. 6. Pressurize the system to 100psi minimum then isolate the pressure supply (by valve or disconnect). 7. Maintain pressure for 15 minutes, if pressure drops, make repairs and retest. 44 SU-49 WATER DIS'1<RIBUTION PIPING PRESSURE LINIITATIONS. When the local water supply (pressure exceeds 80 psi to the manufactured home, .a pressure - reducing valve must be installed. An identified and accessible shutoff valve mustbe installed between the water supply and the inlet. The water riser for the shutoff vahre connection rnust.be located underneath or adjacent to the home. The shutoff valve must be a full flow gate or ball valve, or equivalent valve. WATER DISTRIBUTION PIPING FREEZE PROTECTION (Refer to Figure 26) Water line. crossovers com protection design require § 3280.603 of this chapter. wrapped with insulation o r DRAIN CONNECTION Your home is designed fbr a single drain outlet connection. A drain piping schematic is. provided -along with the iieeessary pipe and fittings to properly complete the,plumbing system. FLOOD LEVEL TEST A flood level test is required after the home is set-up and level. Plug the main drain, all fixtures shall be connected, and �th( entire system shall be filled with water to the rim of the water closet bowl. Tub and shower drains shall be. plugged. After all trapped air has been released; the test shall be sustained for not less than 1.5 minutes without evidence of leaks. Then the system shall be unplugged and emptied. The waste piping above the level of the water closet bowl shall then be tested and show no 'indication of leakage when the high:. fixtures are filled with. water and emptied simultaneously to obtain the maximum possible flow in the drain piping. ©W> U1 REVISED. -0 Cr. FEB-3 2015 0 0. a , Federal Mand2cutd moSafety Coaswatoo m a/RpL' 'H..'Hod Standards 45 Su-5o.1 NOBILITY HOMES, INC. ANTI -SCALD VALVES Anti -scald valves have been installed on all tubs, tub/showers and showers in the home, After water lines.have been flushed, the outlet temperature at each tub, tub/shower and shower MUST be tested to ensure that it does not exceed 120 degrees F (49 degrees C): Water should run for at least two minutes on the hottest setting before taking temperature reading - Temperature may be adjusted.using.the instruction provided with the valve. In no case should the temperature exceed 120 degrees F (49 degrees C) as this may result In. serious bodily harm and/or. death. REFER TO INSTALLATION MANUAL PAGES 45B AND 45.0 FOR VALVE MAINTENANCE INSTRUCTIONS. (ALSO 45D,45E) TO ADJUST THE TEMPERING VALVE FOR A GARDEN TUB OR SPOOL TUB THERE WILL BE A ACCESS PANEL LOCATED AT THE TUB INSIDE THE HOME. THE ADJUSTMENT FOR A SHOWER OR TUB/SHOWER COMBINATION WILL BE AT THE FIXTURE. J W M > -O OCT 26 2015 0 a ,c Q- Federal Manufachwed Homer Construction m And Safety Standards 45A SU-50A.1 V MIS ....... . . . . . . . . . . ..... Iva g AW NO, R SIN '10 ........... C ag -.1i ""ON! To adjust limit stop, turn red ring cotmter clo or clockwise for Idss hot water. indicators are on ff. W MW easy adjusting, Hot temperature limit stop TK Quick -Connect Installation ■ To Connect 1'h In. (3B.1 mm) 1'/i In. (44.45mm) F PA In. (47 63mm) 1 1. Mark pipe as shown. This Is pipe Insertion depth. PIX tubing only i;Elo Pipe Stiffener Tail Piece 3. If using PIX tubing, Insert pipe stiffener (provided) into end of pipe. To Disconnect 2. Clean pipe end. collet dip 4. Push tubing Into tallpiece up to marls 5. Insert collet clip. .. \Collet depressed 1. Remove collet clip. 2. Depress collet. 3. Pull tubing from tailpiece. Figure 3. Turn Hotter t NOBILITY HOMES To Adjust Temperature (Figure 3) ■ 1. Let the water flow for at least two minutes to allow supply tem- perature to stabilize. 2. Place a thermometer in the outlet water stream. 3. Loosen handle screw with hex wrench. 4. Handle must be lifted'/4" to adjust temperature. Rotate handle clockwise to decrease temperature and counter -clockwise to increase the temperature. 5. Lower handle and tighten screw. 6. Check for outlet temperature. NUITIMM Pressure Differential between Hot & Cold Water Supplies must be less then 25%. It is recommended that shutoff valve(s) be installed on the inlet(s) to facilitate service of the LFLM495 valve. Repair Kit ■ �'IVlodel 'I, ' 4+ `r ;Part#x `. t Descnp�oln ;.mti� 4 LFLM495 495100 Plunger/Motor Assembly Troubleshooting ■ Fluctuating or erratic hot water temperature at fixture: Unbalanced pressure. Install balancing or throttling valve at the hot and cold water supplies and adjust accordingly for demand. Hot water backing up into cold water line: Hot water pressure is higher than cold water pressure. Examine check valves for dirt & debris, clean as necessary. Cannot adjust water temperature to desired temperature: Install balancing or throttling valve at the hot and cold water supplies and adjust accordingly for demand. High pressure drop through the tempering valve: Valve undersized. Install larger thermostatic tempering valve. Insufficient hot water during peak demand: Check flow requirement during peak demand period. Use larger thermostatic tempering valve. Colder Hex Wrench For valves with CPVC or PEX end connections, do not exceed Unscrew, uftCap the tubing manufacturers pressure and temperature ratings. to Adjust Refer to the tubing manufacturers product specifications for that information. w -o O WARNING: This product contains chemicals known to the MAY-7 2015 O State of California to cause cancer and birth defects or pc" r d w ntaoaf>� M other reproductive harm. Warranty ■ HomoCocttrwtioa For more information: www.watts.com/prop65 d And Safety Suadards v The Seller warrants that the equipment manufactured by it and covered by this order or contract is free from defects in material and workmanship and, without charge, equipment found to be defective in material or workmanship will be repaired, or at Seller's option replaced F.O.B. original point of shipment, if written notice of failure is received by Seller within one (1) year after date of shipment (unless specifically noted elsewhere), provided said equipment has been properly installed, operated in accordance with the Seller's instructions, and provided such defects are not due to abuse or decomposition by chemical or galvanic action. THIS EXPRESS WARRANTY IS IN LIEU OFAND EXCLUDES ALL OTHER WARRANTIES, GUARANTEES, OR REPRESENTATIONS, EXPRESS OF IMPLIED.THERE ARE NO IMPLIED WARRANTIES OF MERCHANTABILITY OR OF FITNESS FOR A PARTICULAR PURPOSE.The Seller assumes no responsibility for repairs made on the Seller's equipment unless done by the Seller's authorized personnel, or by written authority from the Seller.The Seller makes no guarantee with respect to material not manufactured by it. POWERST"' A Watts Water Technologies Company 45C IS-P-LM495 1427 EDP# 6511208 USA: Tel: (800) 669-5430 - Fax: (847) 229-0526 - powerscontrols.com Canada: Tel: (905) 332-4090 - Fax: (905) 332-7068 powerscontrols.ca Tel: (52) 81-1001-8600 - powerscontrols.com SU-50C © 2014 Powers Thermostatic Mixio.g valve 425?_ ® ASSE 1017 A 107*Approved Outlet temperature range: Temperature, hottsupply- Temperature, cold supply: Temperature stability(mominal): Temperature differential: (between got supply and outlet Temperature) Hydrostatic pressure: Permitted supply- pressurevariat Flow rate @ 45psi pressure loss: Flow rate,minfmum: - ' Ffvwrate;lnaximum {i Notes: 1. As tested In accordance with, 2. This is. -the minimum differe outlet temperature .and the t shut-off of outlet flow in. the accordance with ASSE 1070. 3. Maximum permitted variation order to control the outlet tern changes in supply pressure teinperaipre,that exceed:wt stallation Manual UJ p OCT 26 2015 Cc O a < o- Federar Manuraatured Home Construedon rn And Safety Standards I95=115-F(35-40`C) 180'F max(800) 40-80°F(4-27t) ±5°F(t2.8`C)-See Note 1. 11/21t10'F(1110)-See Note 2. [3/414.10-F(irl'0)-See Note 2. 125pel max(1000kPa) f20%-See Note 3. [1 /299g pm [3/4911 gpm 0.5gpm(2L/min) Ogpm­@ EOvs l-pre'ssure'tost•- 2gpm @ 60psl pressure lost SSE 1070. ce required between'thevalve d supply temperature to ensure. event of cold supply failure;in n either supply pressure in �erature to with #5'F. Excessive May cause changes In outlet IMPORTANT Failure to 'comply with all aspects of these instructions may result in unsafe performance. T All installations must comply with relevant state and local authority requirements. Flush the system thoroughly before fino the valve.- It- is CRITICAL that- ail debris is flushed frpm the pipework prior to Installing the valve. Not flushing the 'system properly is the most common cause of system difficultie's. Commission the valve: Every valve is factory -set to a nominal temperature of 105'F. Every valve must be adjusted on -site. to ensure correct dellvery of the desired mixed water temperature, as installation conditions can vary from site to. site. • Measure and note all site parameters (pressure, temperature, etc.) and check against the specifications'of the chosen valve. If the site condltions are outside those specified forttle valve then they must be rectified prior to installing the valve: . • • Valve MUST NOT be subjected to:heat curing installation as this may damage the valve intemals. Valve MUST NOT be fitted on steam -supplied systems, butto water systems only. • Valve • MUST NOT be used on low pressure or. Instantaneous heating systems. • Valve MUST NOT be frozen. Ifthevalvels installed in a'situation where freezing is a possibility, then suitable insulation mustbe fitted to prevent damage to the valve. • DO NOT use.excess thread sealant (in liquid, tape or other form) as this may cause the valve to fail. Leave a copy of these Instructions with the client for future reference. Recommendto the client that the valve be checked annually to ensure Its continued -function Tempered Outlet DIMENSIONS • A B 1 C 1/2"(crvm 5.3'(.134mm) 4.8'021nini) 2.9'(75mm) 1/2"cPoo 5.4"(136mnt) 4.9'(125mm) 3.1"'(80mm) ., .af- 12:1.rz{pn}. -2..9 (76t1tm) - Dirgram 1- Valve Dimensions Flow Curve vv so 1 ' 40 i 30 zo i0 i .451 1 10 15 20 Flow rab, OaVmtn SU-50D Fitting the Valve The mixed water outlet from the valve should be used to supply outlets used primarily for personal -hygiene purposes. It Is recommended that the valve is installed as close as possible to the point of use; however, it may be fitted anywhere on the hot water supply pipe, yp,Ep Me ec uor t corn ,tot t col Shower installaUOn " Multiple Sensor Faual rn`stalletlon Diagram 3 - Typical Installations TEMPERATURE ADJUSTMENT • Prior to setting the valve It is necessary forthe hot water source to be switched on and delivering hot water at the designated temperature. • Test the mixed water temperature at the nearest outlet being supplied by the valve. This should be opened to allow a flow rate of t to 1.5 gpm (4 to 6 L/min). • A thermometer must be used at the nearest outlet to the valve to ensure the correct mixed water temperature is achieved. • Allow the water to run for at least one minute to ensure the mixed water temperature has settled. • To adjust the mixed outlet temperature of the valve, remove the cap to gain access to the adjusting spindle. The spindle should be rotated -clockwise to reduce the temperature, . counter -clockwise to increase the temperature- until the desired set point is reached. (Refer to diagram 4). __, _ , •_ Once trhe�set; temQ atWtre is_ achieved the caa� should be -� snapped onto ffieviaf`ve to cover the s ee. '-""'R` - 1 you + C Diagram 4 - ValveAdjustment CHECKING / SERVICING THE VALVE • We recommend that the valve is checked at least once per year to ensure its continued function. For installations with poor or unknown water quality, or other adverse supply conditions , it may be necessary to check the valve at more frequent Intervals. • The temperature should be checked at the same outlet as was used for commissioning in the first Instance. If the temperature is more than 3•F from the commissioning temperature, refer to faultfinding guide on the next page. • There may be some variation in the temperature of the water from the thermostatic mixing valve due to seasonal temperature variations in the cold water supply. • If the water supply is of poor quality, a filter or strainer should be fitted to the system. Trouble shootingg`Guide `� ��� "sue' .se'� �•�� - Ly �l ` ,. Inlet temperatures are • Ensure Inlet I. The desired mixed water temperature not within specific ; temperatures are cannot be obtained or limits. within thespecified valve Is difficult to set. • Ilm Its for the valve. - Hot end cold supplies Refit the valve with are reversed. I Hot/Coldsupplies fitted to the correct connections. 2. Mix temperature unstable or changing • Fluctuating supply i pressures, Install pressure regulating valves on overtime. both hot -and cold supplies. 3. Eltherfull hot or kill •Valve IsIncorrectly set, •Adjustmlxtemperature cold waterflowing ocolC supsuppliesKett.. ;•_as.requliad:..:- a Valve w rom-ou et x ti are reversed . Hot/Cold supplies fitted to the correct connections. 4. No flowfrom the • Hot or cold water • Restore Inlet supplies valveoutlet suppiyfaliure. and check mix• • Filter is. blocked, temperature. • •Clean filter. 5. Flow rate reduced or Fluctuating supply I • Install pressure fluctuating. pressures. regulating valves. • Filterlsblocked. • Cleanfilter. 6.Mixed water Hotand cold supplies i Rentthevalvewith temperature does are reversed. Hot/Cold supplies fitted notchangewhen I to the correct Connections. temperature adjuster is altered . I 7. Valve Is noisy, • Excessivewaler Reduce water velocity velocity. I (bestachievedbyfitting a pressure regulating valve). • Valve sizedineorreolly, . Check valve specifications and ensure the appropriate _, , -• - ... _ valve Is used for reguited — I flow. Notes: 0 LU -0v OCT 26 2015 a < Federal Manufactured Home construction M And Safety Standards i Installer, please provide the following information and leave these itistructions with the client: Installed By: Date: 45E Pressure At the Valve: PSI Mix Temperature: OF: SU-50E If home is equipped main drain piping w A clothes dryer appliance mane any perimeter s EKH"T HOOD OR EQPNMW ABOVE SNOW LEVEL WOOD FASTENED of EDGE NOBILITY HOMES, INC. EXTERIOR UTILITY CONNECTION (Refer to Figure 30) optional exterior washer plumbing, connect 1 VP drain piping into " per foot slope. . DRAIN FOR WASHER AUTO VENT 1 1/2° PIPING (1 /4" PER FT. SLOPE) TO MAIN DRAIN TYPICAL DRAIN CONNECTION FOR EXTERIOR UTILITY AREAS FIGURE 30 CLOTHES DRYER EXHAUST DUCT SYSTEM It duct system must conform with and be completed in accordance with the r instructions. The vents must exhaust to the exterior of the home, beyond installed around it. DRYER VENT INSTALLATION THROUGH FLOOR SIDEWALL FLOOR DECKING /' HOSE C"' / PCOVER RUNG CLAMP VENT HOSE FOUR COAT, S.M. SCREM EKHAUSr HOOD OF EQUIVALENT ABOVE SNOW LEVEL FIGURE 31 DRYER VENT INSTALLATION THROUGH EXTERIOR WALL AND FIREPLACE STOVE AIR INLET DUCT' Combustion air�nlet or air inlet duct for fireplaces and fireplace stoves need to be installed and extend from a vented crawl space and pass through the skirting to the outside. When skirting is provided, the installer should install'and connect the combustible. air duct through the skirting to the outside as r,I, quired by section 3280.703, 3280.709(g) and 3285.505(f of the code. Uj Revised o MMAR.15 20.100 �t� T 46 nL Federal Manufactured M S lJ —5 1 . 1 Home Constr 60n And Safety Standards NOBILITY HOMES, INC. ELECTRICAL SYSTEM Your home is designed to be connected to a service nominally rated 120/240 volts, 3-wire AC, .with grounded neutral. The connection to the home is a feeder, not a service and is through a 4- wire feeder system. When wiring the feeder, a grounding (green) conductor must be installed, and the neutral (white) conductor must not be grounded in the home distribution panel. A raceway is provided from the distribution panel to the underside of the home. A suitable conduit fitting or a junction box must be installed on the exposed end of the raceway as shown in Figure 31. See Table 7 for junction box sizes required. The connection location is identified by a label on the exterior siding of your home.which reads "This connection for 120/240 volt, 3-pole, 4- wire, 60 hertz Ampere Supply". The blank will contain the required supply ampere rating. ELECTRICAL POWER SUPPLY FEEDER The electrical power supply feeders from the service pole to the electrical panel in your home are not provided by Nobility Homes. It is important for your safety that the power supply wiring to your home be installed by'a qualified electrician. This installation must be done in conformance with the "National Electrical Code The Manufactured Home Construction and Safety Standards, and any local codes. FEWER CONDUCTOR SIZES DISTLTB=10N PANEL SIZE COPPER. CONDUCTOR SIZE ALTMM MM Cobmr TOR SIZE Ungcninded Grounded Grounding Ungraunded Grounded Grounding AMPS (Power) (Neutral) (Power) (Neutral) so 8 8 8 6 6 6 100 3 3 8 2 2 6 ISO 1 2 6 2/0 1 4 200 3/0 1/0 6 4/0 2/0 4 Calculated for Type 90 C Cable TABLE 7 ELFi=CAL POWER SUPPLY FEEDER JUNCTION SOX SIZES DISTRIBUTION RACEWAY TRAPS STD SOX SIZES PANEL SIZE SIZE, INCHES ANGLE OR U PULL, AMPS INCHES LG. X WIDTH X DEPTH s0 1 8 X 8 X 4 100 1 1/2 12 X 12 X 6 ISO 2 16 X 16 X 6 200 2 16 X 16 1 6 TABLE 8 Box depth is based on the minimum width of wiring gutters. All dimensions given are for standard a® al���es�hat will satisfy the requirements of the conductor fill. ow LU O OCT 1 6 2008 � � pL .0 47 CL Fodeml Monut'ncmd Home Conlowtion rM SU-52 awA CA60W QtSnM? I! NOBILITY HOMES, INC. TYPICAL SERVICE CONNECTION �- FLOOR - JOIST p .�. A � OCT 1 6 2008 �. c. rr Q" Federal Mnnuf and comftwou TO SERVICE sadards F CONNECTION A - 4-WIRE FEEDER CONDUCTORS B - FEEDER CONDUIT C - CONDUIT CONNECTORS D - RACEWAY E - JUNCTION BOX F - APPROVED ELECTRICAL CONNECTORS +� ONLY THE RACEWAY IS PROVIDED BY NOBILITY HOMES. ALL OTHER PARTS MUST BE SUPPLIED BY THE INSTALLER FIGURE 32 CAUTION: ITHE ELECTRICAL WATER HEATER SWITCH AND/OR CIRCUIT BREAKER IS PLACED IN THE OFF POSITION AT THE FACTORY.. THIS SHOULD BE RECHECKED BEFORE APPLYING ELECTRICAL POWER. DO NOT APPLY POWER TO THE WATER HEATER CIRCUIT UNLESS IT HAS BEEN COMPLETELY FILLED WITH WATER. HEATER OPERATION IN A DRY CONDITION MAY DAMAGE OR BURN -OUT THE HEATER ELEMENT. ALWAYS DISCONNECT POWER FROM THE WATER HEATER WHEN DISCONNECTING AND/OR DRAINING THE WATER SUPPLY TO THE HEATER. 48 SU-53 � NOBILITY HOMES, INC. 0 OCT 1 6 Z008 C EXTERIOR LIGHT AND CEILING FAN INSTALLATIfN 0- Federal MamufaonRed When the home is installed, exterior lighting fixtures and ceiling -suspended (p4e) a� lords 011°" M permitted to be installed in accordance with their listings. All the exterior lighting fixtures and ceiling fans installed must be grounded by a fixture -grounding device or by a fixture -grounding wire. Where lighting fixtures are mounted on combustible surfaces such as hardwood, a limited combustible or noncombustible ring, as shown in Figures 33 and 34 in this section, must be installed to completely cover the combustible surface exposed between the fixture canopy and the wiring outlet box. On exterior lights the junction box covers must be removed and wire -to - wire connections must be made using listed wire connectors. Wires must be connected black -to - black, white -to -white and equipment ground -to -equipment ground. The wires must be pushed into the box, and the lighting fixture must be secured to the junction box. The lighting fixture must be caulked around its base to ensure a watertight seal to the sidewall. The light bulb must be installed and the globe must be attached. Ceiling -suspended (paddle) fans must be connected to junction box listed and marked for ceiling fan application, in accordance with Article 314.27(b) of the National Electrical Code, NFPA No. 70-2005. The ceiling fan must be installed with the trailing edges of the blades at least 6 feet 4 inches above the finished floor. The wiring must be connected in accordance with the product manufacturer installation instructions. CIRCUIT RATING If a manufactured home is factoryprovided with an exterior outlet to energize heating and/or air conditioning equipment, the branch circuit rating on the tag adjacent to this outlet must be equal to or greater than the minimum circuit amperage identified on the equipment rating plate. ELECTRICAL TESTING After completion of all electrical wiring and connections, including crossovers, electrical lights, and ceiling fans, the electrical system must be inspected and tested at the site. The manufactured home must be subjected to the following tests: An' electrical continuity test to ensure that metallic parts are effectively bonded; operational tests of all devices and utilization equipment, except water heaters, electric range, electric furnaces, dishwashers, clothes washer/dryers, and portable appliances to demonstrate that they are connected and in working order; and for electrical equipment installed or completed during installation, electrical polarity checks must be completed to determine that connections have been made properly. Visual. verification is an acceptable electrical polarity check. TYPICAL INSTALLATION OF CEILING FAN EOUIPMEM ORDIINDINO COLAR-CDDED CONDUCTORS CONDUCTOR CEILING BOW( WIRE CONNECTOR CEILING LIMRED COMBUSTIBLE OR FAN NONCOMBUSTIBLE RING (IF REQUIRED) TRANND EOCE OF CERINC FAN MUST BE 6'4' MIN. FROM FLOOR FIGURE 34 TYPICAL INSTALLATION OF SURFACE —MOUNTED EXTERIOR LIGHTING FIXTURE EOUIPMENT GROUNDING %WIRE CONNECTOR CONDUCTOR jj / o OUTLET 60X `LIGHT I III COLQR—CODED ,.L I I CONDUCTDRS -_LIMITED COMBUSTIBLE OR NONCOMBUSTIBLE RING CIF REQUIRED) FIGURE 33 49 SU-54 NOBILITY HOMES, INC. GAS FUEL CONNECTION Connection to a natural gas supply is provided through local utility systems. The installation of a supply line and connection to your home is the responsibility of the utility company serving your home. Connection to a liquefied petroleum (LP) gas supply is provided through various local LP gas distributors. The installation of a storage tank, supply line and connection is the responsibility of the distributor selected by you. If a gas fuel supply system is provided with your home, the gas supply inlet is through a standard 3/ inch pipe fitting. This connection is identified by a tag on the exterior of the home labeled "Combination LP Gas and Natural Gas System". The gas system of your home was tested at the factory and should be tested again at the time of connection by qualified service personnel. Before turning on g connections have b are capped, the app the correct orifices. CAUTION: ( NORMALLY CHECKED F ANY GAS APP) AND MUST BE APPROVAL. the person making the connection should make certain that all gas made tight, all appliance valves are turned off, any unconnected outlets ices are designed for the type gas connected and they are equipped with LIANCES INSTALLED BY NOBILITY HOMES, INC. ARE ED FOR NATURAL GAS. EACH APPLIANCE MUST BE CORRECT ORIFICES FOR THE TYPE GAS CONNECTED. INSTALLED IN THE FIELD IS PART OF CONSTRUCTION ,ETED UNDER AN AC (ALTERNATE CONSTRUCTION) After turning on the gas, the technician should immediately test the gas piping and appliances for leakage with ap+ved bubble solution. If no leaks are found then all of the pilot lights should be lit and the appliance controls checked for proper operation by the technician. When not connected for use, the gas inlet should be securely capped. - No additions, modifications, adjustments or repairs should be made by other than qualified personnel. Replacement parts must be listed or certified for their use. GAS PIPING LIMITATIONS The gas piping! supply system has been designed for a pressure not exceeding 14 inch water column (1/2 PSI) and not less than 7 inch water column (1/4 PSI). This pressure range is the limit for safe and effective operation of this gas piping system. The installation of an LP gas tank or natural gas supply line always requires the installation of a pressure reducing valve since the supply pressure in both cases is higher than the maximum 14 inch water column (1/2 PSI) design pressure. 0 W o OCT 1 6 2008 0 met a Federal Manufactured m Homo conswwtion And Safety Standards $o SU-5 5 p > NOBILITY HOMES, INC. uJ 0 . OCT 1 6 2008 CROSSOVERS �- m 0- Federal mmutactured Home Constmdon Multi -section homes with fuel supply piping in both sections require cross c0m16edV join all sections of the home. The crossover design requirements are located in, and must be designed in accordance with, § 3280.705 of this chapter. Tools must not be required to connect or remove the flexible connector quick -disconnect. GAS PIPING TEST FOR LEAKAGE The gas system must be inspected and tested for leaks after completion at the site. The installation instructions must provide testing requirements that are consistent with § 3280.705 of this chapter. The gas piping systems shall stand a pressure of at least six inches mercury or three PSI gage for a period of not less than ten minutes without any drop.in pressure. Pressure shall be measured with a mercury manometer or slope gage calibrated so as to be in increments of not greater than one -tenth pound, or an equivalent device. The source of normal operating pressure shall be isolated before the pressure tests are made. Before a test is begun, the temperature of the ambient air and of the piping shall be approximately the same, and constant air temperature be maintained throughout the test. After appliances are connected, the gas piping system in the home is designed for a pressure that is at' least 7 inches of water columA f 4oz./in.2 or 0.25 psi] and not more than 14 inches of water column [8oz./in.2 or 0.5 psi]. if gas from any supply source exceeds, or could exceed this pressure, a regulator must be installed if required by the LAHJ. HEATING OIL SYSTEMS It is recommended that the installation instructions include the following -information related to heating oil systems, when applicable: 1. Homes equipped with oil burning furnaces should have their oil supply tank and piping installed and tested onsite, in accordance with NFPA 31, Standard for the Installation of Oil Burning Equipment, 2001 (incorporated by reference; see § 3285.4) or the LAHJ, whichever is more stringent. 2. The oil burning furnace manufacturer's instructions should be consulted for pipe size and installation procedures. 3. Oil storage tanks and pipe installations should meet all applicable local regulations. 4. Tank installation requirements. a. The tank should be located where it is accessible to service and supply and where it is safe from fire and other hazards. b. In flood hazard areas, the oil storage tank should be anchored and elevated to or above the design flood elevation, or anchored and designed to prevent flotation, collapse, or permanent lateral movement during the design flood. c. Leak test procedure. Before the system is operated, it'should be checked for leaks in the tank and supply piping, in accordance with NFPA 32, Standard for the Installation of Oil Burning Equipment, 2001 (incorporated by reference, see § 3285.4) or the requirements of the LAHJ, whichever is more stringent. 51 SU-56 NOBILITY HOMES, INC. AND CABLE TV LINES INSTALLATION It is the installer's responsibility to locate and install any communication lines without causing damage to heat ducts, yvater lines, branch circuits, and other components of the home. Care must be exercised by the installer in entrance selection and before drilling a thru-hole in the selected location. Telephone and cable TV wiring should be installed in accordance with requirements of the LAHJ and the National Electrical Code, NFPA No. 70-2005. SKIRTING Skirting, if used, must be of weather -resistant materials or provided with protection against weather deterioration' at least equivalent to that provided by a coating of zinc on steel of not less than 0.30 oz. /ft. sq. of surface coated. Skirting must not be attached in a manner that can cause water to be trapped between the siding and trim or forced up into the wall cavities trim to which it is attached All wood skirting within 6 inches of the ground must be pressure -treated in accordance with A*A Standard Ul (incorporated by reference, see §3285.4) for Use Category 4A, Ground Anchor I Contact Applications, or be naturally resistant to decay and termite infestations. Skirting must not be attached in a manner that impedes the contraction and expansion characteristics of the home's exterior covering. CRAWLSPACE VENTILATION A crawlspace with skirting must be provided with ventilation openings. The minimum net area of ventilation openings must. not be less than one square foot (A.2) for every 150 square feet (ft.) of the home's floor area. The total area of ventilation openings may be reduced to one square foot (ft.z) for every 1,500 square feet (ft.2) of the home's floor area, where a uniform 6 mil polyethylene sheet material or other acceptable vapor retarder is installed, according to -§ 3285.204, on the 6ound surface beneath the entire floor area of the home. Ventilation openings must be placed a high as practicable above the ground. Ventilation openings must be located on at least. two opposite sides to provide cross -ventilation. Ventilation openings must be covered for their full height and width with a perforated corrosion and weather -resistant covering that is designed to prevent the entry of rodents. In areas subject to freezing, the coverings for the ventilation openings must also be'of the adjustable type, permitting them to be in the open or closed position, depending on the climatic conditions. Access opening(s) not less than 18 inches in width and 24 f inches in height and not less than three square feet (ft.z) in area must be provided and must be located so that any utility connections located under the home are accessible. Dryer vents and combustion air inlets must pass through the skirting to the outside. Any surface water runoff from the furnace, air conditioning, or water heater drains must be directed away from under the home or collected by other methods identified in § 3285.203. im W � OCT 16 2008 a. m HomeconumWolld Homo Con®tiucdon And SOL" Standards 52 SU-57 NOBILITY HOMES, INC. BOTTOM BOARD REPAIR The bottom board covering must be inspected for any loosening or areas that might have been damaged or torn during installation or transportation. Any missing insulation is to be replaced prior to closure and repair of the bottom board. Any splits or tears in the bottom must be resealed with tape or patches. Plumbing P-traps must be checked to be sure they are well insulated and covered. All edges of repaired areas must be taped or -otherwise sealed. BOTTOM BOARD PATCH SMA.L HOLE OR TEAR APPROVED BOTTOM BOARD TAPE FIGURE 355 FINAL CHECK TOLE BOARD PATCH ED BOTTOM BOARD TAPE M �IM CL CL 2 OCT 1 6 2008 0. C Federal Monutgctured Home C011*0don And Safety Standards The homeowner, with the dealer and the set-up crew supervisor, should inspect the work to see if the home is properly set-up. The following items should be checked: 1. RECAULKING After the home installation has been completed, carefully inspect the exterior walls, roof, windows, and doors. 2. MOULDING Tighten and reseal any loose molding strips, rails, frames, seams or closures. 3. SCREWS- Replace or tighten loose screws as required. 4. BLOCKING Foundation, piers and blocking is proper for the size home. 5. TIEDOWNS- The home is adequately tied down. Tie downs and anchors located correctly. Anchors set properly and tie downs tensioned properly. 53 SU-58 NOBILITY HOMES, INC. 6. ACCESSORIES- All accessories (steps, carports, porches, external heating and/or cooling appli ces, etc.) provided by the dealer or other independent contractor are installed prop , ly. 7. CONNECTIONS- All utility connections properly installed and operating correctly. 8. SYS_ TEMS- All systems (plumbing, heating, electrical, drainage) checked out and operating properly. GENERAL INFORMATION Planning and Permitting The planning and permitting processes, as well as utility connection, access; and other requirements, are outside of HUD's authority and may be governed by Local Authority Having Jurisdiction (LAM? These Model Installation Standards do not attempt to comprehensively address such requirements. However, HUD recommends that the manufacturer's installation instructions include the information and advisories in this subpart J, in order to protect the manufactured home, as constructed in accordance with the MHCSS. Moving manufactured home to location It is recommended that the LAHJ be informed before moving the manufactured home to the site. It is also recommended that the manufactured home is not to be moved to the site until the site is prepared in accordance with subpart C of this part and when the utilities are available as required by the LAM Examples of related areas that might be addressed in the installation instructions for meeting this recommendation include: (a) Access for the transporter. Before attempting to move a home, ensure that the transportation equipment and home can be routed to the installation site and that all special transportation permits required by the LAHJ have been obtained. (b) Drainage str-uctures. Ditches and culverts used to drain surface runoff meet the requirements of the LAHJ and are considered in the overall site preparation. Permits, alterations, and on -site structures (a) Issuance of permits. All necessary LAHJ fees should be paid and permits should be obtained, which may include verification that LAHJ requirements regarding encroachments in streets, yards, and courts are obeyed and that permissible setback and fire separation distances from property linesland public roads are met. (b) Alterations. Prior to making any alterations to a home or its installation, contact the LAHJ to determine if plan approval and permits are required. (c) Installation of on -site structures. Each accessory building and structure is designed to support all of its ownllive and dead loads, unless the structure, including any attached garage, carport, deck, and porch, is to be attached to the manufactured home and is otherwise included in the installation ' structions or designed by a re'`steted professional engineer or registered architect. ter o � W o OCT 16 2008 0 � G m Fedgral Manufactured 54 Home constructions And Safety SU_5 9 NOBILITY HOMES, INC. Utility system connections (a) It is recommended that the following procedures be used prior to making any utility system connection: 1. Where an LAHJ and utility services are available, that the LAHJ and all utility services each be consulted before connecting the manufactured home to any utilities, or 2. Where no LAHJ exists and utility services are available, that the utilities be consulted before connecting the manufactured home to any utility. service; or 3. In rural areas where no LAHJ or utility services are available, that a professional be consulted prior to making any system connections. (b) Qualified personnel. Only qualified personnel familiar with local requirements are permitted to make utility site connections and conduct tests. (c) Drainage system. The main drain line must be connected to the site's sewer hookup, using an elastomeric coupler or by other methods acceptable to the LAHJ, -as shown in Figure 36. TYP. CONNECTING PIPE & FITTINGS (NDT SUPPUED EP THE MANUFACTURE TO SEWER FIGURE 36 AT S W > "L9 C OCT 1 6 2008 0, 0. Federal Manufaca nd Home Conshucdon m And Safety Standards FT. (d) Fuel supply system. 1. Conversion of gas appliances. A service person acceptable to the LAHJ must convert the appliance from one type of gas to another, following instructions by the manufacturer of each appliance. 2. Orifices and regulators. Before making any connections to the site supply, the inlet orifices of all gas burning appliances must be checked to ensure they are correctly set up for the type of gas to be supplied. 3. Connection procedures. Gas burning appliance vents must be inspected to ensure that they are connected to the appliance and that roof jacks are properly installed and have not come loose during transit. 55 SU-60 NOBILITY HOMES, INC. 4. Gas appliance start-up procedures. The LAHJ should be consulted concerning the following gas appliance start-up procedures: a. One at 4 time, opening equipment shutoff valves lighting pilot lights when provided, and adjusting burners and spark igniters for automatic ignition systems, in accordance with each appliance manufacturer instructions. b. Checking the operation of the furnace and water heater thermostats. NOTE: FITTINGS IN THE DRAINAGE SYSTEM THAT ARE SUBJECT TO FREEZING, -SUCH �S P-TRAPS IN THE FLOOR, ARE PROTECTED WITH INSULATION BY THE MANUFACTURER. INSULATION MUST BE REPLACED IF IT IS REMOVED FOR ACCESS TO THE P-TRAP. Manufacturer additions to installation instructions A manufacturer may, include in its installation instructions items that are not required by this chapter as long as the items included by the manufacturer are consistent with the Model Installation Standards in this part and do not take the manufactured home out of compliance with the MHCSS. I . ou o OCT 1 6 2008 0: CL CL Federal Manufactured Home Cpnstrucrion m And Safety Standards 56 SU-61 NOBILITY HOMES, INC. Temporary Blocking for Display Homes All homes, new or used, must be temporarily blocked when used for display. Single section home blocking can be single block piers, metal piers or jack stands spaced no further than 12' O.C. under each I-beam. The hitch and the tires and axles can be used as supports. Place a pier .2' maximum from rear of home. Additional piers must be added along perimeter where door openings exceed 4'. For multi -section homes add piers at marriage wall support columns for openings 4' or greater. Temporary Blocking for Storage homes All homes, new or used, which are being stored for periods exceeding 30 days must be temporarily blocked under each I-beam. Piers must be located 2' O.C. maximum from each end of the home and another pier at approximately the center of the home. Homes blocked for storage or display should be no higher than 4' above ground to bottom of I- beam. DISPLAY HOME SUPPORT STORAGE HOME SUPPORT JEW40 CENTER LINE OF HOME > FIGURE 37 0 o OCT 1 6 2008 0 a- m CL Federal Manufactured Home.Constntction And Safety Standards 57 SU-62 NOBILITY HOMES, INC. Fire Separation Fire separation distance must be in accordance with the requirements of Chapter 6 of NFPA 501A, 2003 edition (incorporated by reference, see § 3285.4) or the requirements of the LAHJ. The installation instructons must clearly indicate this requirement in a separate section and must caution installers to take into account any local requirements on fire separation. Flood Hazard Areas Prior to the initial installation of a new manufactured home, the installer is responsible for determining whether the manufactured home site lies wholly or partly within a special flood hazard area as shown on the LAHJ's Flood Insurance Rate Map, Flood Boundary and Floodway Map, or Flood Hazard Boundary Map, or if no LAHJ, in accordance with NFIP regulations. If so located, and before an installation method is agreed upon, the map and supporting studies adopted by the LAHJ must be used: to determine the flood hazard zone and base flood elevation at the site. Manufactured homes located wholly or partly within a special flood areas must be installed on foundations engineered to incorporate methods and practices.that minimize flood -damage during the base flood, in accordance with the requirements of the LAHJ, 44 CFR 60.3(a) through (e), and other provisions of 44CFR referenced by those -paragraphs. Appliances installed Ion the manufactured home site in flood hazard areas must be anchored and elevated to or above.the same elevation as the lowest elevation of the lowest floor of the home. Appliance air inlets and exhausts in flood hazard areas must be located at or above the same elevation as the.lowest elevation of the lowest floor of the home. For related- guidance refer to FEMA 85/September 1985, Manufactured Home Installation in Flood Hazard Areas, 1985 (incorporated by reference, see § 3285.4). In flood hazard are I , foundations, anchorings, and support systems must be capable of resisting loads associated with design flood and wind events, and homes must be installed on foundation supports that are designed and anchored to prevent floatation, collapse, or lateral movement of the structure. The foundation specifications are not designed to address floods loads. Qsw W 0 OCT 1 6 � C r M. CL F'ederai Manufacture Home Construction And Safety Standards SU-63 58