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INSTALLATION MANUAL
L9 :a �' 1 � i MA, 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 important that you keep this booklet and give it to any person who buys the manufactured home from you. NOBILITY HOMES, INC. ® NWT w OCT 1 6 20D8 INTRODUCTION a PLEASE READ THIS MANUAL BEFORE BEGINNING SET-UP' < hnd Fedcnl cw uM" name nd SWW. AS.kty SW�dr Thank you for purchasing a Nobility Home. Your home was designed, engineered, inspected, tested and approved to be in conformance with the Federal Manufactured Home Constriction - -- and Safety Standards in effect at the time of manufacture. This manual is intended to furnish iaf6r matidn for site preparation, foundation and piers, tie down and electrical, plumbing and utility connections. THE IMPORTANCE OF CORRECT 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 professionally trained installers. Installer means the person or entity who is retained to engage in or who engages in, the business of directing, supervising, controlling or correcting the initial installation of a manufactured home, as governed by pan 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 the 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 was designed for. A home placed in the wrong zone does not meet the requirements of the Federal Manufactured Home Construction and Safety Standards. Installation suitability. (a) Site appropriateness. Before installing a manufactured home at any site, the installer must assure that the site is suitable for installing the home by verifying that (1) The site is accessible; (2) The site is appropriate for the foundation or support and stabilization system that is to be used to install the home in accordance with the federal installation standards or alternative requirements in part 3285 of 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: (I) Notify the purchaser or other person with whom the installer contracted for the installation work, identifying the reasons why the site is unsuitable; (2) Notify thexetahcr that contracted with the purchaser for the sale 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 unique characteristics of the site have been fully addressed. (c) Installer notifications offailures to comply with the consrrucrion and safeo; standards. If the installer notices and recognizes failures to comply with the construction and SU-2 NOBILITY HOMES, INC. pFire Separation C p�mt Fire separation distances must be in accordance with the requirements of Chapter 6 of NFPA 6� 501A, 2003 edition (incorporated by reference, see § 3285.4) or the requirements of the LAHJ. The installation instructions must clearly indicate this requirement in at 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 on the manufactured Imome 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 85iSeptember 1985, Manufactured Home installation in Flood Hazard Areas, 1985 (incorporated by reference, see § 3285.4). In flood hazard areas, 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. w � 0 OCT 1 6 Z008 CL C n- Pdml.%jWjfurwed rn < ma &fay Sta. ua SU-63 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 )-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 1-beam. Piers must be located 2' O.C. maximum from each end of the home and another pier at approximately the center ofthe home. Homes blocked for storage or display should be no higher than 4' above ground to bottom of] - beam. DISPLAY HOME SUPPORT STORAGE HOME SUPPORT CENTER UNL ' Or NO-E We > FIGURE 37 OCT 1 6 2008 0 CL Fedcel Monuacumd fren+e Cnrsmstion M ��-..�/t nn� S.Jay 5tenJssd+ SU-62 57 NOBILITY HOMES, INC. :utiqstanLLtnts in purl 32Ru uFthis eh:ryater)}rio� to heginning any installation \vurk, during the cours: ill' tile insttdlalion work. ,orafter the installation Work is complete, the installer must not iQ• the m:nnd,tcturer :unl retailer.ol'caeh failure to comply. (d) Retailer o wiff ewiun. The relailer nulst Provide a copy of fhe notification receiver in pangraphs (h) and (e) of This seetimi w any suhuilucnl installer. Phis manual is approved and on rile with Hilhorn. Werner. C'olcr A Assnciates Inc. I H\V(*). the. I)csi_n :\ppm\;tl ]'rimmj• Inspection Aeeacy (!)APIA) rcspnnsihle IiTr upprrning the manufactured home designs. iµtality c%mlrol progmnr. home OR•ner$ manual and sct-up normal. Prepared 13% Nobility Horne: Inc for incerin_ Department 37-t1 S. W. 7"' Street Ocala. Florida .14474 Revised October NOR March 2't)Iu :\ugust 201] March 2013 Revised a APR 8 2013. 0^ _ tion FHom Construction Horne ComaOerion And Safety stsitdmd+ SU-3.2 NOBILITY HOMES, INC. LOAD ZONE MAPS OF THE UNITED STATES STRUCTURAL DEMON NO Basic Wind Zone Map for Manufactured Housing Afidgft - :l tam.: —_-snRm w . 1 'oe t1 �, r -- thmilff fl'codZorn.FPotMfd- d TM vh* id xb ui souuth Zane Nmdt rr i x �,tIM1' DOUR RODF tAAOZONEMAP tttuel sots m v fl Nldta. MW Noah 40M -rW tudukd Is tsh Wmd"no' <S K U/O Value Zone Map �r for Manufactured Housing t\ p 4;1 Zones ® � L� U-Values 0.116 0.096 0.079 W � OCT 1 6 2008 C L 4. IL F.dml M.auba—d rr Naas commInti- t Aa#War Stux" v 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 a time, opening equipment shutoff valves lighting pilot lights when proyided;'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 thennostats. NOTE: FITTINGS IN THE DRAINAGE SYSTEM THAT ARE SUBJECT TO FREEZING, SUCH AS 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. Q �t W C OCT 1 6 Z008 IL C IL .CL FM-d-o 14...C—Md- 0. nesrara SU-4 III 56 SU-6I 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 scivice 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. Tile main drain line must be connected to the site's sewer hookup, using an elastomedc: coupler or by other methods acceptable to the LAHJ, as shown in Figure 36. W `! 7YP. CONHcLTINC PIPE g FITTwcs � OCT 1 6 2008 (NOT SUPPLED BY d THE MANUFACTU+iER) d Fedeil Maiuficmrt4 Nome Cmstrieiloq Ad S�/ary Slandud� i SUP?DST STRAP AT-4 FJ�---- - -, - -- _ T _ - - - (MAX:) -INTERVALS TO S_"rR FIGURE 36 (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. SU-60 NOBILITY HOMES, INC. TABLE OF COh' M"I S INTRODUCTION.............. ................ _................ ..... _._.__,_.._........._............_._:..._.:............. I & n LOAD ZONE MAPS OF THE UNITED STATES.,:.,,._.._...__...._._._...._..,._.__.__...._._..............._....11I TABLEOF CONTENTs............_..._..__..........._:.__.._._..._....._...._..__...:.__:_....._._................, ry SET-UP INSTRUCTIONS SITE PREPARATION.._._._............................................... I SUPPORTREQUIREPAWIS.:............................ _........_...._................. ......... 3 PIERTAGS ...... ...... _.... _.... _...................... _............. _.__......_........._......._.._....__.._...... _.................... 3 POSITIONING............ ................ ...... .............__..:.'--._._...._...._._..._.._"""'.•___............:....._.._.... 7 SET-UP PRQCEDURE.........._......... ._.... _...................... ......... ....... I 1 ......__.._.......:...............:............ 'SINGLE WIDE SET-UP ... ................. ... ._............. .:..... __...._......... .... ........_..._..._............ __................. 12 MULTIWmE SLr-UP............. _............ .._:,._........... _.....__..._.____................ .__.._.____..........:.:... 13 MULTI WIDE ALIGNMENT PROCEDURE ..................... ...__......... . ..... .... :-:._..__........__.................:... 19 TIEDOWN AND ANCHORING ._............ _..................... __..... _.... :........... ;......_........................................1. 22 TIE DOWN SYSTEM OVERVIEW ..... . ......... ............ _............ ._............ ..._:........... __... ............. _... ............. 23 ENGINEMRS LETTER, GROUND ANCHOR INSTALLATION ....... ._...... .... ._......... ......... .:........._.......... 24 TYPICAL SIDEWALL AND FRAMETIE bOWN..._..._.._....._. '.;:...... 25 MARRIAGE WAIT, VERTICAL TIE DOWN._-__- 26 INSTALLATION STRAP AND smEWALL FRAME ANCHORS ............ ..._........ ......... :...:......:............ 27 TYPICAL SINGLE WIDE TIE DOWN INSTALLATION ......... _.... :......... ...... ..._........................................ 28 TYPICAL SINGLE WIDE SHEARWALL TIE DOWN SYSTEM _ ........ .:._......................................._......., 30 TYPICAL DOUBLE WIDE TEE DOWN INSTALLATION ......._........._.,._._._...._._......................._........:. 32 TYPICAL DOUBLE WIDE SHEARWAL LTIE DOWN SYSTEM _...... .:....... _............. ........................ :... 34 LONGITUDINAL FRAME ME DOWN INSTALLATION_._._....__..__.........:_...:........:......._..._........_..». 36 MAXIMUMTIE DOWN SPACING .......... _..._.._.:__............. ..._........._.__._..._........................ .�........ 37 TAG UNIT SET-UP! QUAD UNIT SEr UP.___...,_......_..._._....__........_....._._..............._...,.... _........... 39 TAG/ MAIN UNIT CONNECNONS.._...._...._:..........._................ _._...,........_._................................... 40 HINGEDROOF..._.......__..:......_..._._.._....._____, ...... ..._._.... _..... ....... _.............. ....................._..... 41 OENBRALNOTES.....:...._.......:............_._._._....._.........:........_..._._._.._........_...._......................._....... 41 'o DRAIN PIPING INSTALLATION__...._......__..._..,......._.:_:_..._......_............... ....... _............... ............. :. 42 WATER DISTRIBUTION PIPING iNTRCGNNELTION_:...._...:_........:..............._._...........�...._........_.....43 (� CROSS OV13RELECTRICAL INTERCONNECTION ......... ................. _..... ._....... _... ...................... ... 43 C SMOKE ALARM WIRING AND T1%ING....... ..... ...... .._............. ..... ...... ............ _..._._...-............... 44 rn U7IId1'Y CONNECTIONS I INSTRUCTIONS ' WATERSUPPLY.._......__.._ ... ....... _.._..._....._._......._.._...;...:.... _....... :...:.............. _... _... _........................ 44 - - WATER DISTRIBUTION PIPING PRESSURE LIMITATIONS .......................... .:..........._............................. 45 - - WAIERl11STRIBU7ION PIPING FREEZE PROTECTION.......:...__...:.:.__...:...._..__..».......................... 45 DRAIN CONNECTVONS,:_......_...._......... ... ......... ._.._......_.._._.._....... ........... ............ .......... ...... 45 FLOODLEVEL TEST ... .... ._....... ... _._._.........:_...__.....:._.... ........................... _...... :...................... 45 OPTTONAL EXTERIOR UTILITY CONNECTION ....... :................. _.........._.._........................................... 46 IO CLOTHES DRYM OTAUST DUCT SYSTEM ..__.......:............................_.................:...................._....._ 46 FIREPLACE AND FIREPLACE STOVE AtRiNLETOUCT.... _............... .............:..................:................. 46 ELECTRICALSYSTEM............._....__..............._._..._..._._..._.._.._......_:...:...:.......................................:.. 47 EL.BCTRICALPOWER SUPPLY PEEDER...............____................-........_.........:._..._.................................. 47 ....... TYPICAL SERVICE CONNECTION .................:_:...._...__................. ...._........ ......... ...... ...... 48 EXTERIOR LIGHT AND CEILING PAN INSTALLA770M... _..... _........ ..... ............... .......... ,.................... _ 49 ELECTRICALTESTING _...... �jV _....._.._........__.._ i .50 GAS PIPING LIMITATIONS_...__... ....Lij Revised 51 GAS PIPING TEST FOR LEAKAGE _.._..._..._........_....... __ O � .... 51 IIEATINGOILSYSTFJA�.:...__....._.__..._......... _..._......:. X MAR 15 20I0 C st .... ITI.F.PHONE AND CABLE TVLINES INSTALLAITON.._.• 1L C ,,,. S2 SKIRTING .... ._............. ......... ...........__ _.._._:.._....__.. IL FoCcal M>tnu! cnrad 1T .... 52 CRAWLSPACE VENTILATION ............... ....... ... ._.....:.:�.._ Rome Ce cdun 52 - . BOTTOM BOARD ®.... REPAIR__._._...._ ..............�..._........w_.. And Safety Sundads 53 FINALCHECK_..........___....._........_...._..._.._..:.:....:..._..._...__....__.........................:_.._...:.._........_ 53 GENLRAL INFORMATION PLANNING AND PERMITTING ................ ... ................ _........ _....__.__.._......._.._......... I .... _........... S4 MOVING MANUFACTURED HOME TO LOCATION ................ ....... _.......... ........ .,„........... _.......... 54 PERMITS, ALTERATIONS, AND ON -SITE STRUCTURES _ ..... _......... ._... _.... _..................................... 54 UTILITY SYSTEM CONNECTIONS .............. .... .......... ....._................. .......__...... » ............. _.........»....... S5 MANUFACTURER ADDITIONS TO INSTALLATION INSTRUCTIONS ... »... ..... .,..... ._............ :...:...:...... 56 TEMPORARY BLOCKING FOR DISPLAY HOMES _.............. _..... _.... ...... _.................. 57 TEMPORARY BLACKING FOR STORAGE HOMES._ ......... .................... _................................................. 157 FIRESEPARATION ._....__............................... ........... ........._........_._..._......._......_......,.........................:. 58 FLOOD 11AZARD AREAS_! 58 SU-5. I Iv NOBILITY HOMES, INC- ru M SET-UP INSTRUCTIONS t7 OCT 1 6 2008 0 Cr G .SITE PREPARATION CL m tl reteA a1a=k=-d 'ii n Z. It meb Ail drainage muss be diverted away from the home and must slope a minim ne• a per foot away front the foundation for the first ten feet. Where property lines, walls, slopes, or other physical conditions prohibit this slope, the site must be provided with drains or swales or otherwise graded to drain water away from the structure, as shown. in figure 1. The home must be protected from surface run-off surrounding area. Grade site that there will be no depressions in which surface water may accumulate beneath the home. Manufacturers must specify in their installation instructions whether the home is suitable for the installation of gutters and downspouts. If suitable; the installationinstructions-must indicate that when gutters and downspouts are installed, the runoff must be directed away from the home. This home is not- — — - designed for gutters and downspouts. 10' WH - �n 11e Pea FT \\\\ FIGURE 1 To help prevent settling or sagging, the foundation must be constructed on firm, undisturbed soil or fill compacted to at least 90 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 designed for and located in areas with roof live loads greater than 40 psf must be designed by the manufacturer for the special snow load conditions, 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 must design the foundation for the special snow. load conditions. Ramadas may be used in areas with roof live loads greater than 40 psf. Ramades are to be self-supporting, except that any connection to. the borne must be for weatherproofing only. The soil classification and bearing capacity of the soil must be determined before the foundation is constructed and anchored. The soil classification and bearing capacity must he determined by one or more of the following methods, unless the soil bearing capacity is established as permitted in.paragraph (f) of this section: (a) Soil test. Soil tests that are in accordance with generally accepted engineering practice; or (b) Soil records. Soil records of the applicable Local Authority Having Jurisdiction (LAHJ); or (c) Soil classification and bearing capacities. If the soil class or bearing capacity cannot be determined by test or soil records, but its type can be identified, the SU-6 NOBILITY HOMES, INC. 6. ACCESSORIES- All accessories (steps, carports, porches, external heating and/or cooling appliances, etc:) provided by the dealer or other independent contractor are installed properly. 7. CONNECTIONS- All utility connections properly installed and operating correctly. 8. SYSTEMS- 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 (LAHI). These Model Installation Standards do not attempt to comprehensively address such. requirements. However, HUD recommends that the manufacturer'sinstallauon 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 LAHJ. 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) Drafauge stnictares. Ditches and culverts used to drain surface runoffmeet the requirements of the LAHJ and are considered in the overall site preparation. Permits, alterations, and ou-site structures (a) Issuance.ofpernits. 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 lines and 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.own live 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 instructions or designed b are istered professional engineer or registered architect. LU 0 OCT 1 6 Zi)oB e FtCm1:.t+�w[acwsd Homy ra,oaucl� rn 54 neas�rRr��`e+ SU-59 NOBILITY HOMES, INC. BOTTOM BOARD REPAIR The bottom board covering must be inspected for any loosening or areas that might have been damaged or tom 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 LAPOE �mwr ROLE ROtr OR TEAR *TTOO APPROVED BOTTOM aWRO TAPE 60TTOD BOAWD PATCH APPROOED BOTTOM BOARD TAPE FIGURE 35 3 M OCT 1 6 2008 O IL C d Fedmi Manuraeauad m Home C-auca. . 0 And sandy S=dtadt MAL CHECK _ -- -- ----- 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. soil classification, allowable pressures, and torque values shown in Table to §3285202 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 psfmay be usal, unless the site - specific information requires the use of lower values based on soil classification and type. (1) 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 Aa'TM D 21a7-00 u (itc fM by ref. mQ ��fmQt 15r�86-29 TQP�D c6ea arelos. seo ' tila�poee,m} pm, ___t.....__:._..._._ 14000. __....__.:.:_ 2 __.._.� GW, nP. 3Vr. aD, Serdy gewl aM;;;; J; very emn daroo 2000 _.____..-._._.. 406 Marc Man 550. Clkt SM.: Wa eomunbd•smft murso Oln'Atr abbtoa: Petoaded.aun, d%Ys and sari a ......__..., GG. so, LA, a .._. Sam; s[try rmd; dayny a.^.rak d1Y gavot 1600 24-M 351-650. uedium dam omw semis; serdy travel; aid T y skfl tit, stud dryys�.. U _.__-.- CG. MHA--- ,Ln m modm dam xM:- in to ,a7O-__._..-._-_ ta?S 2783W sF11 d ya and .11.: al5rvd fidu.. . Ia __.._.... CH. LH, ......_....... I Lew$, ern&; am aley>: a9=H der ...._.. 1000 _.- 12-1T 175-M. s ._.:.—... at oH, )?f __. .. tkca p.dsd rm: poet aRatrc.�ya �.. trace m szasel all tma 1r an 176. toix 'TTm-vsknv Pwided.(n tts nrMo hm no;, t+Pen a*.d d tw ovmhlmion prcmua. embaVmra dgth,.v2'w Milo Italgnt w -M=� nt p, t Fur Baas dusRal aY GN or A01. VMM_1.10- mrquo Pdn Wl— err bbr aantlm ,; T[te xbR A andrn mnt txi ra1a1 la a Sa iv.t, aT14 4tqqua�+ c.ct aabP--a.t�'nH 1a-roam rrm thdlwt,[u •2M d oats [o ax:ct m erslwOt;T tm W'd'g' 1ipady ahMe sat m rrhSh :lo The su0 and bo d xiLtDla ImgM for fie M do�:g, d rho �n(urdn. `7he Cxglw voFen n a rriem re a' IM beA ractaxe Pvrilat by tl+o 009 pfee wtjau fo Cw twig or trte�reg Iota d it. W&t . Ifthe 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 grid region with dry soil conditions. A minimum ofsix mil polyethylene sheeting or its equivalent must be used. The entire area under the home must be covered with vapors 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 f ofings placed at grade, and around anchors or other obstructions. Any voids or tears in the vapor retarder must be repaired. VAPOR RETARDER PATCH D O E aotc w VAPOR RETARDER PATCH ULW HAVE. PATCH OF [eDN. WERAL OYU 1APPwo AT TAPE A LEAST C roof AND TAPEO EDS FIGURE 2 0 .� W C OCT 1 6 2008 C CL KZ tL rt"I Muuf.W d rn Homy Cans,--. ..cMP �a And Seim Smd" SU-7 2 NOBILITY HOMES, INC. ® NW OCT 1 6 2008 e SUPPORT REQUIREMENTS M C a radwO MmuG .W m The design loads used in selection of the support structure arc set forth in Tab- TN&?Jdt-- specified on these tables are for pier spacing and footing size. The design is base on a Boor the load of 40 pounds per square foot (P.S.F.) and a south zone roof live load, of 20 P.S.F. in conjunction with the home structural dead load. (a) Faundations for manufactured home installations must be designed and constructed in accordance with this subpart and must be based on site conditions,, home design features, and the loads the home was designed to withstand, as shown on the home's data plate. (b) Foundation systems that are not pier and footing type configurations may be used when verified by engineering -data -and -designed in -accordance -with §�285.302(d), consistent with the design loads of the MHCSS. , Pic and fooling specifications that are different than those -- provided in this subpart, such as block size, metal piers, section width, loads, and spacing, may be used when verified by engineering data that comply with §§ 3285.301(c) and (d) and are capable of resisting all design loads of the MHCSS. (c) All foundation details, plans, and test data most be designed and certified by a registered professional engineer or registered architect, end must not take the home out of compliance with the MHCSS. (See 3285 2) (d) Alternative foundation systems or designs are permitted in accordance with either of the following: 1. Systems or designs must be manufactured and installed in accordance with their listings by a nationally recognized testing agency, based on a nationally recognized testing protocol; or 2. System designs must be prepared by a professional engineer or a registered architect or tested and certified by a professional engineer or a registered arcbitect in accordance,with acceptable engineering practice and must be manufactured and installed so as not to take the home out of compliance with the Manufactured Home Construction and Safety Standards; (part 3280 of this chapter) PEER TAGS Ail pier locations required at the mating line, perimeter, shear wall, and any special pier support locations, as required by these instructions, will be: identified from the factory by a pier tag, paint, or other means and must be visible after the home is installed. The pier designs; support loads, and footing construction shall be as indicated in the appropriate, tables and instructions. Refer to Figure 4 for an approved foundation and pier arrangement designed by Nobility.Homes; acceptable for all Nobility models; using readily available concrete footing slabs and pie caps with cellular concrete blocks. Before an installer provides support or anchorage that are different than those methods specified in the manufacturer's installation instructions, or when the installer encotmters site or other conditions (such as areas that are subject to flood damage or high seismic risk) that prevent the use.of the instructions, the installer must: First. attempt to obtain DAPIA- approved designs and instructions prepared by the manufacturer; orif designs and instructions are not available from the manufacturer, obtain an alternate design prepared and certified by a registered professional engineer or registered architect for the support and anchorage of the manufactured home that is consistent with manufactured home design, conforms to the SU-8 NOBILITY HOMES, INC. TELEPHONE AND CABLE TV LINES INSTALLATION it is the installer's responsibility to locate and install any communication lines without causing damage to heat ducts, water lines; branch circuits, and other components of the home. Care must be exercised by the installer in entrance selection and before drilling a thro-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 ofrot 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 skirfhtg within 6 inches of the ground must be pressure -treated in accordance with AWPA Standard UI (incorporated by reference, see §3285.4) for Use Category 4A, Ground Anchor 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 erawlspace with skirting must be provided with ventilation openings. The minimum net area of ventilation openings must not be less than one square foot (R.') for every 156 square feet (fl?) of the home's floor area. The total area of ventilation openings may be reduced to one square foot (ft.') for every 1,50I1 square feet (ft?) 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 ground surface beneath the entire floor area of the home. Ventilation openings must be placed as high as practicable above the ground. Ventilation openings must be located on at leasi.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(&) not less than 18 inches in width and 14 inches in height and not less than three square feet (ft?) 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. 0 UJ 1008 C) OCT 1 6rM 0 0. G a _ Rdeal Stems!-Med ttanc C.-9 a1 '�,�i�a Md Sitm Sts'.d+sd' SU-57 NOBILITY HOMES, INC. Lu OCT 1 6 2008 c CROSSOVERS a G itoau COMa1 Yiap 4t_�it Multi -section homes with fuel supply piping in both sections require cros ) cmuldclinttsiefft, 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 instruction's 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 ofnot 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 ate connected, the gas piping systein in the home is designed for a pressure that is at least 7 inches of water column [4oz./in? or 0.25 psi] and not more than 14 inches of water column f 8oz hn.1 or 6.5 psi]. if gas from any supply source exceeds, or could exceed this pressure, a regulator must be installed if required by the LAHJ. BEATING 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 tinning fumaccs should have their -oil supply -tank -and piping T— installed and tested-onsite,-in acco'tdance with NFPA 31, Standard for the Installation of Oil Burning Equipment, 2001 (incorporated by reference, see § 3285.4) or the LAW, whichever is more stringent. 2. The oil burning ftirnace manufacturer's instructions should be consulted for pipe size and installation procedures. 3. Oii 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 requirerents of the LAHJ, whichever is more stringent. NOBILITY HOMES, INC. requirements ofthe 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 eMct, 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 manufactureror by a registered professional engineer or registered architect. OCT 1 6 2008 0 _ • A a e a SC a FIGURE 3 fss"5 MOpW� dSSaafy f17 And SWAlrdl Piers supporting columns In one half of mull wide or columns in single wide "A" and "B" piers are designed to support the tributary distance "a'.' and "b" (halfthe length of the span between "A" and'13-) =- - "C-' pier is -designed to support the tributary distance "c" (half the length of the span between "C" and "En "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 "D" 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. Sax Piet Spacing Table 2 SOIL PRESLaRa Floor pooclag 1000 P5P PSP ].00 par 250D Isr Width �1500 160• 16.16 79• so- —70- 90• 16X32 259' I16.16 16x72 47• 26• {3• 70• {]• 6t1• l0a• 320• 61• 7p• 9a • 110• 1133.7 196' cox Tributary span. rootivg• 2000 PSF 1500 PSFt 7000 PSP 2500 PSF++ 161c16 ♦• 8' 12• 16' 1 SLLr2 B' 12• 11' ]{' t Oau)t mall Ord ada.'a11 cut— support p1 r tootia9 a• od put 11 pr... a.. is pWntrt pair e[,vare coot IP. S. F,1 for NIS h-If of dmble vide. • a•'1'pi Ck Ptt-e t000rete prad rith rom:eaelve .,ItSth of 4,000 P.S.Z. i 16xZ6 1 72• 7a• ]D• 9r The pier Dpieina and fonds Shown to the obOrc tab}t do not consider 16x32 lY 60• 96• loT Onad or Rdamle toads and are not intended for are In flood orldamie HArn'Bums PIBR SDAcrNO XN Fo=;a. SIZE hazard arcu5. In thoscarzaa. the fp,tndlti0,r auptprt n2brinIS lobeDSl SOIL PRESSURE 111 P0=9 PSR SQUARE DWr tp.5.p.) &Niai)ed by TroM1ew;... l enyinerr Or o,erit:tl. SU-56 SU-9 NOBILITY HOMES, INC. TABLE 3 FM SPACING TOTALPU R LOAD in "r WNDIRIt BEAMS) 12' W is, LU 4'0.0 210U 24M 27298 Lt7 OCT 1 6 2008 0 6' O.C. 31559 3613M 4OW a tL rdn.+ M—daamd 8' O.0 42a78 481V 54584 Ht c mm mm And t P'9 s.fmy St.W.,& Notes for TABLES 2, 3 and FIGURES 3, 4, 5. 1. Materials. approved for footings must provide equal load -bearing capacity and resistance to decay, as required by this section. -Footings must be placed on tindisturbed soil or fill compacted to 90 percent of maximum relative density. A footing must suppoit ovary pier. Footings are to be either. a. Concrete. i. Four inch nominal precast concrete pads meeting or exceeding ASTM C90-02a, Standard Specification for Load bearing Concrete Masonry Units (incorporated by reference, see §3285A), without reinforcement, with at least a 28-day compressive strength of 1,200 pounds per square inch (psi); or ii. Six inch minimum poured -in -place concrete pads, slabs, or ribbons with at least a 28-day compressive stratigtb of 3,000 pounds per square inch (psi). Site -specific soil conditions or design load requirements may also require the use of reinforcing steel'in cast -in -place concrete footings. b. Pressure -treated woad. i. Pressure —bleated wood footings must consist of a minimum of two layers of nominal 2-incb thick pressure -treated wood, a single layer of nominal %-inch thick, pressuro-treated plywood with a maximum size of 16 inches by 16 inches, or at least two layers of/. -inch thick, pressure -treated plywood for sizes greater than 16 inches by 16 inches. Plywood used for this purpose is to be rated exposure I or exterior sheathing, in accordance with PSI-95; Construction and Industrial Plywood (incorporated by reference, see § 3285.4) ii: Pressure treated lumber is to he treated with a water -borne adhesive, in accordance with AWPA Standard U 1-04 (incorporated by reference, see § 3285A) for Use Category 4B ground contact applications. iii. Cut ends of pressure treated lumber must be field -treated, in accordance with AWPA Standard M4-02 (incorporated by reference, see § 3285.4) c. ABS footing pads. is 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. ii. ABS footing pads must be listed or labeled for the required load capacity. d. Other materials. Footings may be of other materials than those identified in this section, provided they are listed for such, use and meet all other applicable requirements ofthis subpart. 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 responsibiliy 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 '/. 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 -gas; -the person making-the.connection should make certain that all gas connections have been made tight, all appliance valves are turned off, any unconnected outlets are capped, the appliances are designed for the type gas connected and they are equipped with the correct orifices. CAUTION: GAS APPLIANCES INSTALLED BY NOBILITY HOMES, INC. ARE NORMALLY EQUIPPED.FOR NATURAL GAS. EACH APPLIANCE MUST BE CHECKED FOR THE CORRECT ORIFICES FOR THE TYPE GAS CONNECTED. ANY GAS APPLIANCE INSTALLED IN THE FIELD IS PART OF CONSTRUCTION AND MUST BE COMPLETED UNDER AN AC (ALTERNATE CONSTRUCTION) APPROVAL. After turning on the gas, the technician should immediately test the gas piping and appliances for leakage with approved 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 byother 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 (114 PSI). This pressure range is the limit for safe and effective operation of this gaspiping 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) desiLun pressure. Uj OCT 1 6 2008 W CL C a Fdad Many& ,W, 4 m Hoox co'.Ma n And WWY Stmdad. 50 SU-10 - SU-55 awe NOBILITY HOMES, INC. im > C OCT 1 6 2008 Iv M EXTERIOR LIGHT AND CEILING FAN INSTALLATI4& ,C o- rpothral Muur�nm t When the home is installed, exterior lighting fixtures and ceiling -suspended (p4c) ANE sr M permitted to be installed in accordance with their listings. All the exterior lighling fixtures and ceiling fans installed must be grounded by a fixture -grounding device or by a fixture -grounding wive. 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 thetcombustible 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. Wives 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 fighting 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 factory -provided with an exterior outlet to energize heating and/or air conditioning eqipmert4 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 cortrtections, 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 exrlaammcmusw caasuo r"' rs RcouaD) \ rMyC' OJL4 0/ Cam r.W NISI Y r'.• 1A r nb" MURE _34 TYPICAL INSTAi.LATION OF SURFACE —MOUNTED EXTERIOR LIGHTING FIXTURE EDIAPYErR rR9URl}NC "WIRE CONNMON COIAtA:= / OUT ICr BDr D M Cep � 0 D uWTV CDuaUSTIe" Oa NONCOUMUSrIaLC RM (IF REOLMED) FIGURE 33 49 SU-54 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 LAW, 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 ofthe under floor enclosure, are considered and anchorage requirements are accommodated as set out in § 3295.401. 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 SEI/ASCE 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 insulativc propertiesof the under floor enclosure, are considered; and -the foundation is designed by a tegistwed professional engineer or registered architect: L In accordance with acceptable engineering practice to prevent the effects of frost heave; or ii. In accordance with SEVASCE 32-01 (incorporated by reference, see § 3285.4). 3. Sizing of footings. The sizing and layout offootings depends on the load bearing capacity of the soil, footings, and the piers. See §§ 3285.202 and 3285.303, and Table to 3285.312. 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 of40, psf or greater, a professional engineer or registered architect must determine the maximum sidewall opening permitted without perimeter suffst�ixt(i�r4V-J resigned for 40 psf roof loads. LU a i 9'�i Js.D' 0 OCT 1 6 inns c CL tL Cto n. Hume Cam'co Md Sa4tr Stuvirnl* SU-1I NOBILITY 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, See Figuies 4 and 5. 6. Additional side wall piers maybe necessary. Concentrated weight along outside walls (like a piano) may create a sagging condition. This can be corrected or prevented by installing piers under the edge joist. 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 locate 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 ground anchors, poured footings, etc. Then move the home into the desired final position. 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 stiucture (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 members. 5. Use a minimum of two experiences) installation men and closely coordinate jacking and blocking:activities. 6. Keep clear from under the main frame beam to prevent injury should the home suddenly drop by accident. LU 0 OCT 1 6 2068 tY C IL Fderal Maoaaemd .sue Nome Caves+ ""+ta Aod Sarey ".. SU4 2 NOBILITY HOMES, INC. TYPICAL SERVICE CONNECTION FLOOR -- -- - --- ---- -- - ----JOIST— - - -- D C LU M A OCT 16 2006 B E . TO SERAbE n` reaaal MaWARunA am NdWdySU.& F CONNECTION �50"` A - 44IRE FEEDER CONDUCTORS B - FEEDER CONDUIT C -'CONDUIT CONNECTORS D - RACEWAY N E' _ JUNCTION BOX F• =APPROVED ELECTRICAL CONNECTORS 0 ONLY .THE RACEWAY IS PROVIDED BY NOBILITY ... HOMES: .ALL OTHER PARTS MUST BE SUPPLIED' BY THE INSTALLER' FIGURE 32 CAUTION: THE ELECTRICAL WATER HEATER SWITCH ANDIOR 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 ANWOR DRAINING THE WATER SUPPLY TO THE HEATER. SU-53 48 NOBILITY HOMES, INC.: ELECTRICAL SYSTEM Your home is designed to be connected to a service nominally rated 120240 volts, 3-wire AC, with grounded neutral; Tic 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 hnme distribution panel. A raceway is provided from the distribution panel m 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 boz.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- wite, 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 he done in conformance with the "National Electrical Code", The Manufactured Home. Construction and Safety Standards, and any local codes. irmm a=uc=R SIZES DZSTTt 3=7c m . - PAnEL SIZE COPPER COtmULTM SIZE ALUMM M CCRMMR S= ttagroundad Gxaaaded G: o +"r diZ9 UM7.raunded Grounded Gro=ding AMPS (Paver) (Neutral) (Poser) lHaur_�.1) s0 8 a 8 6 6 6 100 3 3 a 2 _--6------- 150 1_ _ — -2-- - - _2__ 6- -' - —270 -- - 1 4 — 200 _ _ 3/0 1/0 6 4/0 210 4 Calculated for Type 90 C Cable . TABLE 7 . MEC RICAL PTRER SUPPLY n3DRR JUffi71CM BOX SIZES DISTE28Snol; RACENRY TRADE STD Box SIZES PAMM SIZE SIZE, nxws ANGLE OR U PULL, AMPS 1NCMS LG, x WIDTH I DEFT$ so 1 8x 9 A4 100 1 1/2 12 b 12 1 '6 150 2 16 X 16 E 6 20. 2 _ 16816766 T7+aLE a Box depth is based on the minimum width of wiring gutters. All dimensions given are for standard avails e. hat will satisfy the requirements of the conductor fill. ® ` OCT 16 2008 C C 47 CL F.&-f Mvwarnnd m SU-52 ,M cw n Ka(w Nwr 11�MWt� NOBILITY HOMES, INC. c B � � Al w HE it G sSa y s rp� I. Ka z `+tat_ rr g fig _ gRg�� o ggag A no �5p � qy� i r S3 BNO Sig-i �a�� PAM91d oF` rgs�g� 4 k, APPROV€® >a�' 3. m'$�$b�g-'YES 0 ti3 IE�� m 4 Is C) SU-13 N0131Lf IA V kn4mLaibjt�d,tPf�nr. da'mt'zII � e:ismd 6etnr tlm fwu dipdt u mauLclaat.a u'Bmi^tdm:ei load s<tba aloe INC. rd=49= LCAZT a• IQ': 9• a.le• ael pW «vdiacn aordmt <• earl s' A 76' orid mecca cop bltu4 Note ucel PtiaK'tmalewm��hayn e;d te�it a�n�m 1 aLtataapesW a C-".Ond.N le 6'z PAId' mnfonaigs b ASnd C-9P, GnmeN WsWkdvith IC JLnmeia+Ps.y�diatW.rm Ihedm (mm azd heam Open m9 hiwlz twat Mn rMe14 itmalltdY"reafry on dte�mlIz� abty o nnl mquimt basca thebbekt gi eg d " ad olhawiromtmepµvwdd+sine otepmird m m P�(svrtd fouedatlan digtpaya+rd bya QP3odmalnw— erddlat __r,p r..bo6 Solid_== v vwIXScboti¢cP d wpdr.' ggiicatfennWWWin vim____ _____ Ih afM'e"�=m& P�'aA mcamly tie p! dk__- flu h. _ beQtutPhed aoa mttd,tazep ed daYoattabxbNId g 1.tb'- a ttdznitd®danu mmilmdb.A9 rwdAv"m, U— ofl2lbemibsdti-4N0-2kw m ChymM Pwl .*.9.PUVyW= =-Z-11 D.N.d kdmtvae NPdu, CDEdta Lynak mt6omriy m Amm CAD• rbd:N: Bert tz®a u b5'lm6lodd wah ih.a 1 a�c� n cvmerard ara. opm'.I1 b1mb tmtk:— the.du i."IltdSminlly m tba(aau,�. Mmra[ir Patw«dbetv!ac+me maha tudraa epaoEmdoanaraemtzat,dl. d-ft. «apreti+ad m mePpv.d'rwl .d .61t New- by. proraiaal �� at round acbikn. . TYPiwI lwrvv++88�� r�dmrace o[o9sr tootieapoda[t approvd {temeapPliaim mau[Id in ecwtd>rreaiti+ ira;appmve'Jibaey, Fadiega rnoz oay be Ph[ed oo Wat 1n madona aubjalad b f[mvtg. ,mduot[brdarll or on maVe9ed, mmP:vud fig x:mA daetmvcNe1 dlwabla load Iz�d a�tcitY.. 1a Ihe.ata ti tba footiabm acted bdav the epth ld ll j �l da vea trJav e dwIld daa oa ma modiaaw da I=awrbe loeatd . rstininmoof t1 " brlos tM osaanlCLr roils "m tlitSc�tattea,lheatal'.el the site ag'veilPg mmt"' tletoii k.P tatryr8 epaatYbelatr 'O 2008 ss a r adelua el non OCT 16 C FIGURE 4a NOBILITY HOMES FIG ' 9 SU-14 NOBILITY HOMES, INC. OPTIONAL EXTERIOR UTILITY CONNECTION (Refer to Figuie 30) If borne is equipped with optional exterior washer plumbing, connect 1 %" drain piping into main drain piping with N" per foot slope. DRAIN FOR WASHER AUTO VENT 1 1/2" PIPING (1/4" PER FT. SLOPE) 10 MAIN DRAIN TYPICAL DRAIN CONNECTION FOR EXTERIOR URUTY AREAS FIGURE 36 CLOTHES -DRYER EXHAUST DUCT.sYsTEm A clothes dryer exhaust duct system must conform with and be completed in accordance with the appliance manufacturer instructions. The vents:must exhaust to the exterior of the home, beyond any perimeter skirting installed around it• DRYER VENT INSTALLATION THROUGH FLOOR DRYER VENT INSTALLATION THROUGH EXTERIOR WALL exr["an amnau ra w caaa ikdL9 Ntewa CM r aN. 9C4M , k=S CLAW O�WI[[ NPCP a!1 —.atxts. Inr N40.4 riz. S a wL r x I- sxa. [LvtL me wrt WSC rawer rmm a e. m�waw�rr envt ¢arm v"" -M .aep rvwcl . "mt aaa c. CWL FIGURE 31 FIREPLACE AND FIREPLACE STOVE AIR INLET DUCT' Combustion air inlet,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 conned the combustible air duct through the skirting to the outside as required by section 3280.703, 3280.709(g) and 3285.505(f) of the code. tAj Revised =MAR 15 20100. 46 aracai /Aanufiored M SU-51.1 llaoe SWdiel And saray ey stmawa NOBILITY HOMES, INC. WATER DISTRIBUTION PIPING PRESSURE LIMITATIONS 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 must be iostalled between the water supply and the inlet. The water riser for the shutoffvatve connection most 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 completed during installation must be protected from freezing._ The freeze protection design requirements are located in, and 'must be designed in accordance with, § 3280.603 of this chapter. if subject to freezing temperatures, the water connection must be wrapped with insulation or otherwise protected to prevent freezing. In areas subject to freezing or subfreezing temperatures, exposed sections of water supply piping, shutoff valves, pressure reducers, and pipes in water heater compartments must be insulated or otherwise protected from freezing. Only pipe heating cable listed for manufacturai home use is permitted to be used, and it must be installed in accordance with the cable manufacruer installation instructions. The water 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. The water heater must be disconnected when using an air -only test. An electrical receptacle is provided on the outside of your home near the water supply inlet for the installation of a heat tape. NOTE: IF A HEAT TAPE IS USED. IT MUST BE LISTED FOR USE WITH MANUFACTURED HOMES — — ` — DRAIN CONNECTION - - Your home is designed for a single drain outlet connection. A drain piping schematic is provided along with the necessary 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. Ping the main drain, all fixtures shall be connected, and the 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 15 minutes without evidence of leaks. Then the system shall be unplugged and emptied. The waste piping above the level ofthe 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 maximumpossibleflow in the drain piping. >UJ OCT 1 6 Z008 O CL a m fwmltk— Co.=-M_bmvd AM $Rory Swh d. 45 SU-50 NOBILITY HOMES, INC. PO4i AT QN11 ➢4 OF VOW A: REAR M — .J SEE UaX a (M .) (stErOlpb T919! 7q I �`�I l i 1� rrsoul �1j I (1� t 1 1 , 11PtAi rein T AT I! ' CMwocrm sQ Ulm T (aOIE S) T i 13 1 4 T 0. T'p' we TAq i 1 [b T _ . . PItRS.tdK.10T-F,=U n0-AT WD9= m TM- _ WLL TMT ARC UMS roM al ►Lq5 w {YDTK PACE TLM 0. WM sm a WTm . KVL Woo= T,, ARE w R.ots OR GRUTrR W WADS lRT Doi O�RL MMW A -0 IV OR UVITM A . ' WST OEnJLc,TE TIC NATM WT[N[i fTlli OPr1iL 'f!CIDgiTID Z. Drtp M DTIiA Sr�IpRT6 �q WTEAWE fd.TA1N 9TAPGRT PQs ARr COM— A w IMa mkTBnv CO T1i OU= PoWEN CUM TD T12 nu u,,ft (� • (A• A inlT.fiE �DtALR PYRE oo raT rwZ ITQ ovum aEouatn m rAelE a. tF��L5 a 01T TARE {TEAS WT FE 1.11 iXr OCSION ewACTIT G Nl P[RS .16TAL Al. r/w l 511PMT PMn 91A1t BE AT trAST [nLLLL TO 11 Leties sP(CFPA N irk iAai. rOGUWS Ala P06 5)WIN FOR RnbTRATME W 51n r AM APPRRt0 S/Srn1 UJ w(9t 0"M TO TAXE a, wme a) 0 OCT 16 2008 C ti C bt �Aly <6 CL Fo�a�R1 M FIGURE 5 And Way Sam406 0 SU-I5 10 NOBILITY HOMES; INC. A. 3116" x 4" x IS'LONG P-CHANNEL B. 1/4' x 1-1/2" x 1S' LONG STEEL STRAP C. PLPE COUPLER or EQUAL 1"APPROX. DEPTH W/ 1/8" CLEARANCE FOR JACK HEAD. TO BE CENTIUM A LU _U OCT 1 6 2000cc C a. c L1p rw.at Mgau[Ktuad m � °s.raysCO�wxl.a+ ""< na"a TYPICAL I -BEAM FRAME JACKING REINFORCING PLATES FIGURE 6 SET-UP PROCEDURE This procedure is provided 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 different 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: BEFORE 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. In SU-16 NOBILITY HOMES, INC. SMOKE ALARM WIRING 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. Energiie 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 chocking 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 CONNECCIONSIINSTRUCTIONS WATER SUPPLY The potable water supply is connected through a standard N inch pipe. fitting to the supply inlet mandatory master shutoffvaive. 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 Connectimi". The water system must be inspected and tested for leaks after completion at the site. A typical test adapter assembly might consiscof the following: 1. M inch threaded inlet connection fitting 2. Water pressure gauge to 100psi minimum ? 3. Air injector inlet with valve OCT 16 2008 4. Water hose supply connector with valve d ti Fodwl M.aara<a=aa fur The test procedure should include the following: < rtoma cam¢uwon Aced WAY Soadvb 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. S. 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. Presstuize the system to IOOpsi minimum then isolate the pressure supply (by valve or disconnect). 7. Maintain pressure for 1S minutes, if pressure drops, make repairs and retest. SU-49 44 NOBILITY HOMES, INC. NOBILITY HOMES, INC. WATER DISTRIBUTION PIPING INTERCONNECTION SINGLE WIDE SET-UP FOR MULTI SECTION UNITS When multiple sections of a multi wide unit have water requirements, the water distribution tines The jacking and blocking procedure is as follows: protrude through the bottom of each section at the marriage or joining wall. A union is installed 1. After the home is located in its final position, level it front to rear by using the hitch jack. in each line to interconnect the two sections. Make certain the hot and cold water tines.of the first section are Connected to the proper hot and cold line of the second section. Since these 2. Jack up one side of the home by placing one jack just forward of the front spring hanger interconnections are outside the home they are subject to freezing. Proper precautions will have and the other just behind the rear spring hanger. These two jacks must be operated to be taken to prevent freezing damage to these lines by the installer. See Figure 26 and page 45, simultaneously to raise the home. install footings and piers; one just forward of the front WATER DISTRIBUTION PIPING FREEZE PROTECTION. jack and another just behind the rearjack (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 sa.a. wa�.a� mot the baron. At the completion of this step, this side of the home should be approximately WATER SUPPLY CROSSOVER. any OI� level lengthwise. WATER DISTRIBUTION PIPING FREEZE PROTECTION enuml. i.mi LIJ �O $R 4. Repeat steps 2 and 3 for the other side of the home. The home should now be roughly OCT 1 6 2008 O level from side to side. FIGURE 26 CL S tl FMoal MsoufacvaM M 5. Place remaining pier supports under the main frame beam on each side taking care to And Sarwl s, maintain maximum distance of no more than the spacing determined from Table 2, with CROSSOVER ELECTRICAL INTERCONNECTION piers located within 1'0" of each end of the beam. See Figure 4. (Refer to Figures 27,28 and 29) 6. Level the home using a 6 foot carpenter's level, water level or similar equipment. The Power between the sections ofa multi wide unit is provided by interconnections at the joining final height adjustment is obtained by jacking the main frame beam and placing wall. Most interconnections are of the snap together type. If the snap together type is not _ _ _ — _ _ - _ — —hardwood shims between the piers end the beam, or other approved methods such as famished then the interconnections ere to -be made ina junction box located in the end wall of adjustable piers. The home will be adequately leveled if there is no more than % inch - the -section rn whicli the main distribution panel is located. An extended length of cable is difference between adjacent pier supports (frame or perimeter) and the exterior doors and provided on the opposite section for on -site interconnection. The interconnection must be made windows of the home do not bind and can be properly operated. inside the juaction box provided using proper size wire nuts with insulating covers. The interconnection may be made in the main distribution panel box ifit is located at the crossover 7. Install additional edge piers as required. See Figures 4, and 5. 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 This leveling process is important for appearance and is essential for the proper operation of interconnection is. completed, doors, windows, and the drainage system. Excessive and/or non -uniform jacking during the rT leveling will cause the home to be racked or twisted. This may result in damage to the home. FWREyAn..yy" pEMA 'CIM&OW Care must be used during jacking and leveling to not distort the home. Check for proper )®„� sra a ccro Fct pus - _MQ NSTAUIdION operation of all doors and windows. to+ea {mum '1 %.w'�°arceocrxacn � rnw •e• .wr .. 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._ uwVIO `y"W"'S F CAUTION: WHEN RELEVELING THE HOME, LOOSEN ALL THE TIE DOWNS FIGURE 29 PRIOR TO JACKING THE HOME. READJUST THE TIE DOWN TENSION AFTER 4 a To 101t1"VAfrl RELEVELING IS COMPLET� �y V. UJ o� mxwur ..m mane eaclr FIGURE 28 ID�^-�. e�eae ? •17 w u..tom� 7-11A u- �x[7 ( �7n f'7-.Con a is t@-i reel' OCT 1 6 2008 0 CROSS -OVER ELECTRM WTERCONrCnON CL f11 43 F<dcst Manufsnmcd 1 SU-48 r�1 And S.hty Sum4rdf StJ-I / NOBILITY 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. CAUTION: CONSEQUENCES OF INCORRECT BLOCKING (Single Wide) Incorrect blocking and leveling of your home 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, insulation, wiring, sinks, tubs, toilets, weather stripping, and miscellaneous fixed original fixtures of the home. • Leaking windows, doors, roof, ceiling, wells, floor seams, and junctions. • Improper closing, binding and sagging of windows, cabinets and insideloutside 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 settlj occurred follow the releveling procedure. ® '�Y MULTI -WIDE SET-UP UJ 0 OCT 1 6 2008 c Set-up Instructions CL Rd—) h apt W FWnio Cau b-oun Read these instructions completely through before starting set-up. AodW- dr su"d- cl 1. Remove plastic covering and shipping strips'frorn 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 under "1" beam, locating them in accordance with the pier loading chart Table 2 and the accompanying notes. Also make provisions for required exterior wall, joint wall and/or end wall blocking piers. 4_ Block and level the heavy section as per the single wide set-up instructions. 13 SU-18 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. DRAM PERING INSTALLATION (Refer to Figure25) A. Crossovers. Multi -section homes with plumbing in more than one section require drainage system crossover connections to join all sections ofthe home. The crossover design requirements are located in, and must be designed in accordance with, § 3290.610 of this chapter. B. Assembly and support. If portions of the drainage system were shipped loose because they were necessary to join all sections ofthe home and designed to be located underneath the home, they must be installed and supported in accordance with § 3290.608 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 Tipper 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 § 3286.G12 of this chapter. See flood level test our page 45. DRAINAGE CROSSOVER DOLUE WIDE OR SECOND 804 CONNELi10N5 /C YDROP SECOND OATH �my� W/c Daoa w/O DROP �� Gtt' St9PPIN0 CAPS — _ im LLJ OCT 1 6 2008 M d P[�iml CorouvM Puma cfiM AndSitwtliA afay SwFlafb jCAPS .F FIELD ISTAn.ED SUPPORT STR. tV�' PErs FOOT SLOPE) 4' O.C. FIGURE 25 SU-47 42 NOBILITY HOMES, INC. HINGED ROOFS AND EAVES Hinged roofs and eaves must be completed during installation in compliance with all requirements of the Manufactured Home Construction and Safety Standards (24 CFR part 3280) and the Manufactured Home Procedural and Enforcement Regulations (24 CFR part 3282). Unless exempted by the following provisions, hinged roofs are also subject to a final inspection for compliance with the Manufactured Home Construction and Safety Standards (24 CFR part 3280). by the IPIA or a qualified independent inspector acceptable to the IPIA. Homes with hinged roofs that are exempted from IPIA inspection are instead to he completed and inspected in accordance with the Manufactured Home Installation Program (24 CFR part 3286). This includes homes: ® W O 1. That are designed to be located in Wind Zone 1; w 2. In which the pitch of the hinged roof is less than 7:12; and > 3. In which fuel burning appliance flue penetrations are not above the loge. OC T j ti 2008 CL GENERAL,NOTES rWmt M�ear>cnuw tAxw Aa(CYSI.W ra C S_r�y rmdmfs 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 anchor used has an approved double tensioning head. Materials not famished by Nobility -Homes which will -be necessaryto Complete the 6e down system must meek the requirements set forth below. Such materials would include: 1. Galvanized steel straps, for vertical and diagonal £fame tics, with a breaking strength orat least 3,150 pound working load (4,725 pounds ultimate). Type I, Finish B, Grade I steel strapping, I V. inches wide and 6.035 inches in thickness, certified by a registered professional engineer or architect as conforming with ASTM standard specification D3953-91, standard 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 ultimate) 3. Ground anchors capable ofwithstanding 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 at least equivalent to that provided by a coating of zinc on steel of not less than 0.30 ounces per square foot of surface coated. 5. All other type of construction must be completed under an AC approval by H.U.D. D M m U 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 maybe 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 UNrrS 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-a4ongs", 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 bei installed under exterior wall edge member at the sides of all — - -- — — door openings in ezaess of32 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 ali6vrnent of the joint wall openings and ceiling. Refer to the Multi -wide Alignment Procedure Section, page 19. 11. Ifthe tops of the end walls are not flush, refer to Figure 14 for flushing procedure prior to connecting the roofs together. CONIC > �--� OCT 1 6 2008 �3 cc C °- rrt �- Fc1ea1 n+,ruticn�rca nd S, coaauctan Asd Saaty St�Mart.4 N" MATE-LINEGASKErTORUN UNnae umucNr"OF Uti1TAMaFHD WALLAU- S ON ONE NA GASKET eNO AN ALT OE EM NS LI UC es PEA n,ANucwcrvnens iNs;nurnows FIGURE 7 41 SU-46 SU-19 SHTG DOUBLEVADE ON —SITE FASTENING WIND. ZONE 2 BE 3 .. • /JJ COIlTINUIRPS WOOD BL C,C EACH HALFR ©(MAY BE FULL "EMT RIDGE BEAM-NOT 5110M/) O SISDE�HNTM DE TO SAT 30ANGLE FROMOR HORIZONTAL- OR18% 4• LAC SCR2 16. D.C. STACCERED FROM SIDE TO SIDE AT 30 TIED ANGLE FROM HORIZONTAL • P ® 26M x 1-1/2- STEEL STRAP LOCATED ABOWJE O TRUSSES SPACED AT MAXIM OF 9V D.C. IN ZONE 2 1A0N-DfC• ax 1-01/ySA3 EFASR7EO AT EACIi ENO WITH STD6-80 OW NAILS OR"9=•j10'z 1-T12' 1yg00 SCREWS OR--- _ RIDGE 7-120 x 1-1/4 NAIL6 BEAM IN LIEU'DF@MND®ABOVE MAY INSTALL A CONTINUOUS 30 F.A, x 6- MODM'JM STEEL ROOF CAP OVER/5/'FELT WIm 1-1/2• SCREWS EACH 'TRUSS AT 1 A x 6' D.C. OR ... C3) 010 x 1-1/2• SCREWS EACH TRUSS AT 24. O.a CEILING ROOF FASTENING BOARD ROOF FASTENING FLOOR, FASTENING 0Q5_ SEG710N RIM JOIST O {LO x 4- WOOD SCREWS 10. O.C. STAGCFRED FROM SIDE TO SIDE AT 30 DEG ANGLE FROM HORIZONTAL. OR 5%Ie• % IVLAG SCRWS le- aa'STAOQFFTED FROM SIDE TO SIDE AT 30 DEC AMLE FROM HORIZONTAL• OT 20 CA. x I-.Vr STEEL STRAP SPACED 32. D.0 m7H _RD CON N 3 fii 4-p10 x 1-i/2' WOOD SCilEWS OR 8=:T20- x t-1/4 WARS EACH ENO DR +-zG Ga ITz-+!2 StEli smnr <e a0. mT11 9-BD CO. NAILS OR7-jio x t-L!2' WOOD SpRY/S GL ID-:120: x 1-1/4' NAILS EACH EHa' CALL FAsiET7r RS N. PENETRATE fYTO FLOCK JgSTs) NOTE BOTTOM BOARD NOT SHOWN FOR CLARITY. MOLES IN BOTTOM BOARD MUST BE PATCHED WITH A VINYL TAPE DESIGNED FOR REPAIRING TEARS AND HOLES, FLOORFASTENING •NOTE ADJUST FASTENER LENGTHS FOR ANY GAPs BETWEEN THE MODULES TO OBTAIN THE SAME FFGURE 8 PENETRARON AND FILL ALL THE GAPS WITH sPF LUNaM OR PLYWOOD BEFORE INSTALLING THE FASTENEM P.E. SEAL THIRD PARTY REVISIONS aTe NOBILITY HOMES WA VR 10/6/09 DOUBLE WIDE CONNEGT)ONS T •'+:;,,,�`j ¢ DEC -9 2009 c t a 'yd D N/A vx: Ivs/09 FIELD INSTALLED ' DRAWN eM. TO 9Mu NO: ' y1.` iii�"TTT L11__2/5109 Q >w T'�'• DAM //29/M ISO µLB SU—Z23 REF. CALC.# 2-5l17/00 15 SU-20.1 REF.CALC. # 1-DEC..9 2009 NOBILITY HOMES, INC. Sc 6 ov 3 sYa�7 APPROVE z HB Q nl?i.3S Q M oD �V dd uSS ti �v z Dz O = OU $2i 3r3 w $^ Zd 03AOaaaV x8 z. o Zo��o q ti rr � Kii�oa'sn Q ` 4 d Lg - Y="gv 0 kg s awe. D GSA_ 40 SU-45 NOBILITY HOMES, INC. TAG UNIT SET-UP (WON R1= Mw SUPPORnuO TAc uW TkusSES) INSTALL ON-SRE INSTALL YLTt1rA AND IR.WL nfDOlrNs FASTENERS Ar ROOR ON WNI CJTO PER SPECS C "ON" O DOWNS LOOT AMR ROOF LINE ""WEEN .' \ff FAG DASTS. YAN! THE AND. TAG UNSI PER OTHER 01TC•S. OFF P PI R A RIDGE SFiTO SPECS. OFT'$". PEN AS SHOWN TO YI55 l DUND ANCHOR (f:P,) \ I I NOBILITY HOMES, INC. 12. Secure floor halves together, leveling and aligning the two floor halves as the floor joists are screwed together. See Figure S. MATING LINE FRONT OR REAR CROSSMEMBER PI ADTXTdN io SR! ! INSTALL ONE (U CH+ISIS PERS. INSTALL i�,7� —. MRS P1VR TAG Ut:O •—q� i-�'� 1)"f�•-- — q6 _ STRAIa)wNAL OLIND . AT VXO CORNER. BELOR STRAP AON OROUN EACH END °r SNC.JI WALL. STANDARD M%SSIS t• STEEL AM.4TVELQ- EACH BELOW WOOL B£AY SOfl 9EAOOR PER SUPPORT COUNNS, AND OTT SPACING PER CKAS ( ENO Or ROOK PFR AT W PONrfS to iAO 1 1 wNEP OITAWRiGS T7fASS6 INAY 4 1 SET-UP IYN7J/L UNIT CNOWALLS AS STVWN. (SAYS SPECS AS SPEOFiGATiONS tTiY.) 44IN aMf). DiSTFyL STY)fUfiO -----� 2Y'L --- --^----- 'Mr"'2 '--DmR,I 98 BARE Mn1w :�v ar fhcH' I 1 GROUNDING STEEL TACH Tx u t,TP. - STEM ETmWALL) COPPER WSfNl sm RDCE RNsrALL S EM WAIL LUGS BUY Vc'Rfl'x NEDOA'+G VERTrA NEDOWNS ON. L., BRDW EACH END OF IUDGE MALL EACH END Or SHEAR REAM ADdAtrw TO PER (Trp.) WALL, ADIACENT TO PFR ARE 23 VARY ALONI G SiDEWAt1r FIGURE 9 OU(TD UNIT SET-UP fib o LU 13. Connect the ridge beams together with (1) #10 x 4" wood screw 8" O. STANDARD SZOMALL 7 staggeredand fasten 26 GA. straps FLOOR J0.::5 VERTICA AND N" C OCT. 1 8 2008 X ps per Figure 8. ® a (nP) TIEDOWNS LJJ °�G5•T aR¢N 05VALL ONE M. d C 14. Check the inside'oint coal] - - -'-10 'fEooRW d j _. QP�4gs and shim out as nemsary.- � OCT 1 6 2008 C sTNw wm+.T�wD FPifoRt ANalrxiV M -- _ - - -- - - 0 ANtIiOR BEIDW [Da%I .NNme.Conwlniim 1�q __ ___— _ Nrsr u aH-sR B D"B _ _ _ sTm tTEAu AT EY7T - ANa sAr S - Oe d - - 15. Hang interior doors as provided (some models). W C CL _FASTEttERs-At -- _ - - ---- nr0 W FLOOR PER TaPaAfdA iZ Foaeril Atanu6cuaea f17 RO]r UT.T. [iT'A'LN SET-UP YAMS ) ATTACHED IOTILS H STANDARD 16. Trim out interior o A.s TD fm S PER FI=E 2.. SHEAR WALL PM��)�• . AND AH6irNT$ PER PO SPACING PER OE�DA (IT'P) OIXnt ORANTNCS - B 17. Electrical circuit connecting wires are snapped togefJte; or spliced, stowed in their Mr—_M. � �L R smE,.ALL ENDWUL junction boxes and the covers installed. See Figures 27, 28, and 29. Connect N8 bare PLO DTNEa DON DR=.c' a"fcWUNC, copper wires to each unit chassis. See Figure 9. ---11 t�q1 IBEAM SM. mumamus RM I-° .Y C"Assrs ' 18. Insta[1 the bottom starter strip,la sidin vertical panels, andlor "T' trim on the end °- _ •-- OfRER DRAWWNGS PER o:nmcroER. P gT mcr Lomr ' • 1Q• ` 'r/r,;, 1/t walls. 2.6 "STS ALL THREAD JrJD.C. RYA 19. Install window flashin andrer windows as necessary �s¢a aasss BUN g sary (some models). fLOOR PERWEfCR ' T10 F9`� 20. When installin la siding, careful cutting and trimming is necessary. Be sure la is tight Ir .. � _ S P g. 8 g arY• P � 8h ALL of Al A-VM U'B iti its lock before fastening. 21. Install hood splice caps.:IcunE z]aGLAD runs 22. For ridge set-up of shingle roof, install the roofing felt strip, cut the cap shingles provided LAY CUT tt"t) into thirds and install with roofing nails or staples. See Figure 10. o .ii mIILNAII AJ IE1L [EDORN • •1 vfRtrx ISaDNN WIND ZONE 11 (l00 MPH) ®-aRW BRl xcmT WIND ZONE 111 (1 TD )APH) 39 16 SU44 SU-21 NOBILITY HOMES, INC. FIDERGLA.SS OR ASPHALT STRNGIS RIDOa CAP FIBERGLASS OR ASPHALT SHINGLE OVERLAPPED ROOFING FBLTSTRIP i L FIBERGLASS OR ASPNALTSHINOL.PS SHINGLE UNDBRLAYMD U ROOT: SHEATH' V=.AXS;r NDTE: RONo STAPLmma.NOT SHOWN, ROM � OPI � TO MANUPACIuRFRB RECOWINDATIONS. C3 OCT 16 2009 Cc - - - - - --FIGURE-10 - - IL -- -- - - 0 - -�-- Haan C m dm+ C pMa ock. . +�d — m — — — 23. Carpet joints maybe hot seamed, sewn or rriolded as Recessaty. ,tad SaWY Sall -I& 24. Connect any crossover water, drainage, and gas lines. Water fine connections should be insulated, in areas subject to freezing temperatures. 25. Connect the air duds with the flex duct and hardware provided with the unit. Where an external heating andlor cooling unit is field provided, the connecting ducts are also field provided (Le., not provided by Nobility Homo). Support the ducts clear of the ground with straps. See Figure 11. VER11G1L OUCH �TItAL W1CT . RlSER UODR WAr1 DUCT CONNECTOR ,JOGT� `FLOOR DUCT EWE SECURETO FCONNECTOR UN T MIMIC ARu NR DUCT CROSSOVER S'STEu LrLEx DUCT AND Y ALL LODftS ARE SECURED WITH SHEET METAL OR COLLECTOR BOX SCREWS AND SEALED WITH- HEAT DUCT TAPE. CONH'':CD.ND A/C UNIT DUCT IS NOT TO TOUCH THE GROUND. TO V.RTICAL DUCT RSER FIGURE: 11 1? SU-22 9 O a'U Hz U<¢ m O N � w+- fJ�� a N DNS �w �Y 0 Dj m N vi N d = o a O m O LL�i�• W 0 z _ z a .s �� U W Z >• _ p} ` CQ Sao z i APPROVED onyx om �e ChhAd'1V ¢Z �� LL F . irls o SiE w� Tar iD ip ?O�az� 3 T NOUN z - U �,Yti9 wiR Q LL Oz p Fi±13;a. E-� �j W 38C 7 N x 7i5 - s, - i?m N u T y to I r; �a w o O o O - o z � z oA—J -� c Met K� l� • Cc'�?e°s r WKpp�0C < 5Q- ma CRj3 �( t.a oz 0 c = Z 7ZjYaW W'Q �a U Nksa�o o� L � ZF$�uT13a gS H �. , m '8oN2�s \ M g tF.o &s-n ' Apo `�8Qonz^ 3'� o.c �� c3 ,p u�T7i c� R� air Q, og E� a a .=s �o K� 6 o a$ o WO Eta m o 0 0 0 Z 2� z �a� z = APPROVED �W N(F�t o� Qg®anoaaab� fii-i-lo.- �qm i. m pw z .SL'N A n H n �gyoy�yyr,,LL21ak5t�o�`W3¢Y�o�`gs 15d a sk a13 38a NOBILITY HOMES, INC. The following are a few suggestions on things to do and not to do when setting up a home: !. Make sure you have ctiouglr help to do thejoh; at least two experienced people. 2. Make sure you have the proper equipment. 3. Iftwo people an: 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 block's 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 thb other section and the rear ends are the opposite, this will not let the ceiling line up: This must be corrcctpl before the top is connected together. To eliminate this problem, put one jack under the outside front comer of the section sticking out. Place the other j ack under the rear outside comer of the opposite section. Now jack up both comers at the same time until-tfie ceilings line up. Then screw the center beam together bIm 0. efore removing the jacks. J� See Figure 14. OCT 1 s 2008 c a' { r�thu-.ram ItnrneSa.C�40uc�b.'1 hAMrey Samlu6 18 SU-23 _4 NOBILITY HOMES, INC. Multi Wide Atlerrment Procedure (Double, Triple and Quad section) I. Position and level the first section of the home per instructions. 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 leveling to not distort the home. 2. Move the second section into position within 4 inches and alongside the first section, 3. Draw the two floors together using jacks, set at anangle at or near the outside spring shackles, or winches (come -a -longs). Figures 12 and 13. 4. With the two sections 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 Procedure 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 gap in the ceiling by raising the outside frame beam using two hydraulic jacks placed ahead of and behind the wheels. e) IF THE TOP MUST BE MOVED FORWARD.:: With the frame support beams evenly supported, carefully raise the outside rear comer of the second section (and lower the outside front comer) 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 theeframe support beams evenly supported, carefully raise the outside comer 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 bean together. When the top and walls are aligned and fastened, proceed with leveling of the second section. ® M LU 'occ OCT 1 6 2oca c M �- pMaul M�G-u�d � °��t^ llnrcz.Ccncmru"" Md Safety Sur+r++� 19 SU-24 to��Y O O O O zez� g � zz K�30 Z Z < }B 2 2 L+ �W¢F (nl F< A 'vj iro •rz 0 C9 L- x O z APPROvED p V[ ®3AotiddV _^m tao to a � in A iu mQ 'n a OW GO +N . • N N N N __ . rt q �tg a Z3 �.2 biv Cd'� rg 6 9 v e at o FN 4 �1 -5. 0z a_ . Fa�a� 01 c 6QP jJ� 8i= z0W =s � N\ i no -mJ 22 �hFi N +cz n a 2�p, �U C WO W iZ0 a 2 G iiCt1 NV 38A NOBILITY HOMES, INC. w. ewseaereeaass9atmm+rrse rr� c M Imo rra roar ra - ax .ewe ster�u arau+a aormir, o'na�mm`m fay n rre� cx wL •�..' +� avesOetDocTa1>ea.. IeA cm-n-'V-s pa"P SFt -[War. a>eauw:,¢w'crwoatr�f n! wool DrwR ad a y,,..�atuwstam:CL7eiV[eHn.rsw enc M-+rams Q45+t/3 u—Ft WIND oeNn�'tswaztmxranv>wrc :NO£�t-rt�/ R 1ST c.oc c:aaar w,ws.acw �ssosae a rra mawao vaaie s++a tFaa g�lors$sl.9tw✓f �aA6 (AJwWi MG1A Nl1l L'T•v —a..' Y: ••�4%1- ` TABLES -{• ras+w I was MAXIMUM TI:EDOWN SPACINGS rlosll.tntxon>Fs I � )� It5T4LL• 'I I. �r+T sr.M o :.o rs I itirt T Szxas I imme+ram I �x� I ".cc La i I ( I. ! 1fIND 7Q� 11 (too WH) I I 1 I RIND Z(7� 111 (110 i�[p a C an • eaac ss�vws. rmQ ove.ww: d- FeIIasi Maufiertvef rn �ri ®ta woc� Si � d yes mane earn a; An0 Ss&ty Sindmdr Cieer'ID er�mv®extx�cwa n .� m y.m--X� TO ,a„e u:>kron•:e�sn>=v+ar a.m ,r t [ewln w:ru� P1epe ?'� w(�tc .a ,max er:rae� ts>vaeman um:. -fin rot . ve,rm+muau-wcervrne woo:swr..n, h"':kn1.5 ;�615 IVUF Win" nwre:n..aamnrrn�a.wuaemr_rw.-:m�,� NoPxury NaM .edtaem law...r .. TrP wOO19MR.' //` fr-• �7ri:,: a.', / WiLLLW lCAt1t[3i t! SSnC y2 rsse.ets��Na+wix �. v�..�e+noe v.nc a..se =rsva , ncl�to,rast@��m.c_ Vonv+^a•um.s 7ar.+w roes ^..::y ar[Nrar�=1,1106. rl eXp At al AYlr ml6R mule uov:Noo 2Y+r Wtla i:L+ .L6 .r38 tiSLlb. TABLE 6 SU-43 NOBILITY HOMES, INC. 6. Alternate Alignment Procedure a) Position the second s ctlon so that the floors are together with the ceiling seam flush and the end walls and ceiling joints even at the top. Close the gap between the roofs by raising the outside frame support beam. b) With the ceiling positioned and the ridge beam halves snug, fasten the top of the ridge beam together. c) With the roofsecurely fastened, attach a winch (come -a -longs) between spring shackle's of each section. Shift the floor and lower end of the walls into alignrnent by tightening the winch (Figure 13). d) Secure both floors together (refer to Figure 8). With the top, walls, and floor aligned and fastened at the marriage he, proceed with leveling of the'second section- 0141 ffi��$� OCT 1 6 2008 a c - - - -- — — - - - - - ---- - - Fad. I M..d.. ad - m.- `- - -- - )tam Coam..em And Way Stv m d& 20 SU-25 NOBILITY HOMES, INC. A -JACK AT AN ANGLE 9-HEAVY WOOD SHIM (Dug in) C- OUTER WOOD SHIM D-AXLE HANGER (@.twee. oaks) A g G SUGGESTED METHOD OF SIDE MOVEMENT USING THE JACKS FIGURE 12 JACK rlwnc iY A -FRONT SPRING SHACKLE (A section) B=COME-ALONG (i ch) C-REAR SPRFTG SItACKLE (D section) i C\ il A ALIGNING THE FLOORS WITH A HAND WINCH FIGURE 13 ul C3OCT 1 6 2008 0 y C n- Fdaal.Mmeraen..d m Home Calwu.cn A.J S.Tay Sb.da•d+ .OFT DOOR SIDE DOOR: LINES 21 SU-26 NOBILITY HOMES, INC. MAXIMUM iIEDOWN SPACINGS NO$UIMH0MES FIELD 1167 vim: cs.J7tE Than+ FRVVM ONN= t 3 t w0'V /1tZD4Y. I 1.EC:T1011 IF'ii L'ET®OIN LTRRS _ I�16i+'1'Ti 1@IBH9 Rim zm I I 1 00 *0 100 2M I II (Ito ores ax . rwc.Qtw..lm� oe.c C:. ta1NJ.1oo6 L�.�t9 Pt11G trvse.0 MA � mnr®ATA�^=t}CatJ10t A fG'Sm.E. 6 /SIIf RYr orecm 7!5[PC {A�[[to770 •••••^",�y4gQaam 74•ll SRi a/� �+®ar!RfKRIX.ICb WTMEtJ>1Dt�/!I'�l e+AT An• oRL:tHma1a1a4tnituIOTea LW.40/fl �w�'r.�r sc9t-+m=uraLam.nn�e+ssuci eonT. Noettmt {cne w�„BssO...n _ KUJM & AS �S`d �;r eW gIAM RJtir AtlT�.6TAt3.V�b �' Q�IXffiW[AfC3l�R"E `(!, . S'ILJtFBtB' 1lOIlQCiIfffi'✓E 1Rl.®'79.{L 9GAI OI O'/6i ..\ �1 r MC}�ILfF.ST^'7°31. 129oCt ^..i843 Q.tL.vk 0.0'6 uca�nc�slaOlai'l7LiTdT/MtK. 2y�+ ,1'a�_ _t�iiHA' + nsu+ I-KTs TABLE 4 ui r OCT 1 6 Z008 v ICL IL m d $aft _ —APT A 54id Qf + KM D . a DEC 2 4 1998 2 ram—' ti.�•Cwsvodird.� SU-42 37 NOBILITY HOMES, INC. L�NGTtJDINAL i=NAME TIEDOWN IN5TALLATIO� Y REQUIRED WHEN LONGTUDINAL TiEDOWN ANCHORS INSTALLED ON BOTTOM OF STEEL aYC Ill f9N0< T14 alrw YITN (JHO� AHCOA AY•T •A ^� "`W D.W IC•a. T2!✓norm AICTNJ� YRdm TO lOPR1[ nP YaiTr (�. [IOM. PAnPiZT OCI fTm .— TO r11IR 'N9 ABQ11[waa AYOtlw IAtZTfA[I. :,m. z�ae aTw aaa oa•m aaTa cur n—a ariiie[m o n. [• to.' ®c. � a®m, nml ar earn - [asaa. m [utrams as a to m. Torre awe vma •,..-.••. •�• sine . 11 A n __1'. N .,W,A [aN. Tx..66. Ane[o•• — ralt® m ro1TT,• DOUBLE " XIN arn= AM AT AM APPl=. mA or to D.C. "M YKY � aV ram MP IYar Tim. NANA) GROUND PLAN 1ilEW wr, 1 AM&- _. _ AG maw •mom 0 Tor QAmG ARI .[ C•aiPi>m n a—�'-"'�" v; - r®e�fl .Se -.Act L•sa[OrC [a aalZQAT>Qr am.oe a rl•N + aarP IRSfP1Ti lAn rrI811 Iml. Ylm, im® nalY r1WiC. TO T1Q ZJn�I a9aR Alm Ara .. [d. Arm nmr ,ra ,weer na[Tr. .au. ra.mxmuu ae•ow ,woes .o,m. mr•r we >� con,( •IAII.[0 )ra m rmmca= warms,[. ro•nmr. sun CHAS: vim CHASSIS TION WY LCICTUD'.NAL MOWN ANCHOR (SEE DETAIL K'Dr1.Ow)% I .JG LU C) OCT 16 2003 diL -CL F.&M hla•nDen:w m '`6 _Name com¢pun - Anasar[lyslnrhrdl ��- TI=i701N RADILrS CLIP i.ow 1EPM wIo® �r4 ar •6TAIM 7D FAYCCAR WARE N' Oi nA= 5>tUWnT IA+In ff t-Vi, .8w TEVW Ii" N AYDGI pDT Z ., T AS— ➢Y Mm to 1C 2ailaWTM ®lomC FKR,TU 77 :THIRD PARTY' REVISIONS Nast um CFO Mf_S +!4No003aeai+ • :+ R E V I S '• STATE Or N 9 r-- 5EP 3 I�� in. a,r gi -ANCHORAGE SYSTEM FIELD INSTALLED °•+w etc m Date 1111/•A naPu Yn: x n.rs . 514-FI-5 � WPND ZONR III(110 MPM SU_4l 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 RELEVEL&G IS COMPLETE. 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 an be included W CAUTION: CONSEQUENCES OF INCORRECT BLOCKG OCT 1 6 2008 cc 0 (Double Wides) IL < O. k6.1 Maoanm••d Ileme C•ar[aai Incorrect blocking and leveling of your home could produce a sagging home inc inomet.-A,-6 limited to these related conditions. Buckling add/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 sums, and junctions. • Improper closing, binding and sagging of windows, cabinets and insideloutside doors. • Malfunctioningofplumbing; water outlets, lighting fixtures; electric heating and air conditioning systems. Upon completion of blocking and leveling, refer to Tic down and Anchoring Section below. Note: The symptoms listed above could also occur m a result of pier settlement. If this has occurred follow the rcleveling procedure, TIE DOWN AND ANCHORING All homes must be securely anchored to the ground to resist thesliding and overturning effects of high winds: Your home was designed and constructed for the wind conditions of Wind Zone 11 or Zone Ill. Where any part of a home is installed within 1,500 feet of a coastline in Wind Zones II or Ill, die 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. 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SHEAR WALL$ LOOP STRAP THROUGH WALL. VERTGAL TIEDOWN ANCHOR AND ENO TO DOUBLE HEAD_GROUND-ANCHOR INSTALL PIER BELOW EDGE JCST'OPPOSITE SHEAR WALL \\ WHEN SHEAR WALL TERMINATES OVER JOIST CANTILEVER GROUND ANCMR �lNSTALL PIER W7HIN 8' OF SHEAR . (TYPICAL) WALL BELOW EDGE JOIST (TYPICAL). . LOOP -STRAP THROUGH SLOT IN SHEAR WALL VERTICAL TIEOOLVN ANCHOR AND CONNNECT EACH END TO 000TAE NOTE, . . HEAD GROUND ANCTOR. SEE DETAIL -A- ABOVE ALL TIEgOWN FIGURE 21 STRAPS AND CONNECTING HARDWARE MUST CERTIFIED BY A PROFESSIONAL. ENGINEER OR A RECOCNIZEED. TESTNC LABORATORY. TO AOEQUATELY SUPPORT A 31501 ALLOWABLE LOAD MRRMUM (ULTIMATE LOAD 47250 MINIMUM) ANTH AND/OR 70 COMPLY.VA.ASTM D3953-01. .ALL GROUILD 'ANCHORS SPEMED ON THIS DRAWLIC MUST RE CERTIFIED BY A PROFESSIONAL ENGDLEER OR'A RECOGNIZED TESTING LABORATORY TO ADEQUATELY. SUPPORT.A :3150,F ALLOWABLE-WITHDRANL LOAD MIN; (ULTIMATE; LOAD47250 MIN.) WHEN'LOADED PARALLEL VA7HTHE:ANCHOR SHAFT. P.E. SEAL THIRD PARTY. REVISIONS NOBILITY HOMES G Iff a Lntr DN I DATA `•L Uj iBVISED ANCHORAGE SYSTEM NEAR BEAM METHOD s DEC-9 2009 o OD9AIW BY:' 7C DAPU4 M0.: DAM 11/10/0 ISM H.T.S. SW—FI-4 SU-39.1 34 NOBILITY HOMES, INC. William J. Kalker, Jr., P.E. Consulting Engineer 33 Rockwood Lane Monroe, Connecticut 05468 203/261-1167 May 17, 1999 Nobility Homes � AA 3741 S-W. 7th St. ❑ i`0i3.�� Y Ocala, FL 34474 uU 0 OCT 1 6 2008 C SUB: Ground Anchor Installation n G Fe41d MLnufuftadIia. HernCe wmc,ioo To Whom It May Concern: Ad Sircty SmdMm This letter certifies that unless otherwise noted on the tiedown installation drawings, all ground anchors connected to diagonal frame tiedown.along the sidewalls must have the ground.anchor heads located within six (B) inches of- the -- - — sidewall' (i.e., within six -inches -of the vertical plane which — --- — -is--crested by the, outside surface of the sidewa)1). 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 tiedown 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 arty. other anchors which resist only vertical uplift wind loads..' Very truly yours, uN.W33941` STATEOF 4$ . %flOR,pr;�c,_� Willis J. Kalker• Jr., P.E. SU-29 24 NOBILITY HOMES ADDENDUM TO NOBILITY HOMES SET-UP MANUAL: THIS LETTER AMENDS THE SET-UP MANUAL REQUIREMENTS FOR THE GROUND ANCHOR LOAD CAPACITY FOR GROUND ANCHORS CON- NNECTED TO SHEAR WALLS AS NOTED BELOW. ALL SHEAR WALLS RATED MORE THAN 450 PLF MUST BE ANCHORED TO THE GROUND WITH A GROUND ANCHOR APPROVED FOR A MINIMUM -4000 POUND ALLOWABLE LOAD PARALLEL TO THE ANCHOR SHAFT AND MINIMUM 6000 POUND ULTIMATE'LAAD-PARALLEL TO THE ANCHOR SHAFT. ALL OTHER INSTALLATION AND/OR ANCHORING REQUIREMENTS— - ARE UNCHANGED. THE SHEAR WALLS WITH RATINGS GREATER THAN 450 PLF MUST'BE IDENTIFIED BY NOBILITY HOMES ON A FLOOR PLAN DRAWING PRO- VIDED TO THE HOME BUYER WITH THE SET-UP MANUAL. Lu AUG-3 2011 O a c kda s=" —C AM S4T fiat.Yr�i H ¢ + _�YTAES E: i �y�I'tj �'7�T�?NAL�G�, • �J)lillltT•\\Y� SU-29A 24A NOBILITY HOMES TYPICAL DOUBLEWIDE TIEDOWN INSTALLATION* (STANDARD TIEDOWN INSTALLATION - NOT AT SHEAR WALLS) a1STA11 A 3/B•X3-1/2- LAG SCREW WAw:cE WIND ZONES 2 & 3 CUP ON THE INSIDE FIANCE OF EACH MARRIAGE WALL STEEL. BEAM ON EACH JOST MUCH HAS A LAC SCREW INSTALLED CH Dr.. OUTSDE FLANGE (THESE LAG SCREWS TO BE SITE -INSTALLED; JOSSES ED0NOT E LAG SCREW ALREADY JMSTS WHICH HOT REQUIRE A LAC SCREW) - srNArs ro-TN_-SAYE CLIP (SEE RADIUS CLIP TIEDOWN sTAxaartD cxasss_ -STALL ALL CRCLRA PIER (TYP) ANCHORS BELOW YA(W4G'E HORIZONTAL GRADE WALL VERTICA LY AS SINDYN BACK ANCLE FOR ALL GROUND ANCHORS CONNECTED TO SDEWAIL FRAME TIEDOWNS PER DWG SW-G-3 (TIP) r AT SHEAR WALL VERTICAL TIEDOYNS. 14STALL A IAL FRAME TITIAN STRAP AT EACH VERTICAL TIEDOWN ON AND, CONNECT THE FRAME TIEDOYN STRAP TO ME DOUBLE HEAD GROUND ANCHOR AS THE AL ITEDOYM STRAP (TYP EACH SIDEWALL) . MERTCAL TIEDOWN STRAWS AND/OR SECURE THE GENERAL NOTE` LL TIEDGNM STRAPS TO GROUND ANCHORS AT t. ALL nmoxH STRAPS AND CONNECTING HARDWARE Y115T I SHI05 NNETM THE OPENING THE EXCEEDS 4B' CERTIFIED BY A PROFESSIONAL ENGINEER ER OR A RECOGNIZED r D N DRAO NOT TO _3.EXCTHE VALUE T-SRNG LABORATORY TO ADEOUATELY SUPPORT A 31500 m ON DRA1nNo srr-IF-3. ALLOWABLE LOAD &LUNU N (ULiWA1E LOAD 4725j MINIMUM) AND/OR TO COMPLY MIN ASTM D3953-01. 2. ALL GROUND ANCHORS SPECIFIED ON THIS DRAWING MUST BE CERTIFIED BY A PROFESSIONAL ENOREBR OR A RECOGNIZED TESTING LABORATORY 70 ADEOUAIEI.Y SUPPORT A 3150p ALLOWABLE MTHDRAWAL LOAD (ULTIMATE LOAD 47250) ION. WHEN LOADED AT, A 45' ANGLE FROM THE ANCHOR SHAFT AND A * W/FRAYE 11EDONNS CONNECTED TO STEEL 3150f ALLOWABLE N171TORAwAL LOAD (ULTOJATE LOAD 4725/ MIN. BEAMS CLOSEST TO MARRIAGE WALL YMEN LOADED PAR 10 THE OR SHAFT M THE GROUND ANCHORS MUST BE INSTALLED TO THEW FULL DEPTH IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS (IG APPROVED FOR INSYAUE ATICN IN THE SCTYPE.WIHIL71 EXISTS AT THE SITE, ETC) AND MUST EXTEND BELOW THE FROST LINE 4• ALL GROUND ANCHORS CONNECTED TO THE SIDEWA L FRAME TIEDOWNS MUST BE PROVIDED WITH STABILIZER PLATES TO 41NWIZE HORIZONTAL MOVEMENT. P.E. SEAL THIRD PARTY REVISIONS NOBIUTY HOMES :.� im WWI&a uR OD u,O N/A M( I 5/RO/W MAY 25 2010 o ANCHORAGE SYSTEM Q 0 FAR BEAM METHOD alAwl n Tc oAlu NIL `"'"'T'i 20AHD DATE: il2AN5 sc Lars SW-FI-2 FIGURE 20a SU-38.1 33 H0,SIUTY HOMES TYPICAL DOUBLEWIDE TIEDOWN INSTALLATION (STANDARD TIEDOWN INSTALLATION — NOT AT SHEAR WALLS) WIND ZONES 2 & 3 IfRAPS AND CONNECT THE HEIdiT FROM GRADE TO TOP OF STEEL BEAM SPECIFIED ON DING SWG_3 . ' . / . 11 1 1-1/4' a .035 TIEDOWN STANDARD CHASSI STRAP (TYP) PIER (TYP) 'HORIZONTAL GRADE .GROUND ANCHOR INSTALL ALL GROUND (TYPICAL)' ANCHORS BELOW MARRIAGE WALL VERTICALLY AS SHOWN Do' FOR ALL AROUND ANCHORS CONNECTED . TO SDEIVALL FRAME TEDOWNS (TIN) . EXCEPT AT SHEAR WAIF. VERTICAL TEDOWHS, INSTALL A DUCONAL FRAME DEDOWN: STRAP AT EACH VERTICAL THEDOWN LOCATION AND'CONNIECT THE FRAME REDOWN STRAP TO THE SAME DOUBLE HEAD GROUND. ANCHOR AS THE VERTICAL THDOVIN STRAP (TYP EACH SIDEWALL) UTSfALLVERTICAL TIEDOWN STRAPS ANDIOR SECURE THE __ GENERAL -NO'1 ES - VERTICAL 7;EDOMN S7R_APS_TO_fROUNO-A OMS AT _OPENING-SIUDS"WHEN THE OPENING WIDTH EXCEEDS 48' 1. ALL TIEDOWN STRAPS AND CONNECTING HARDWARE MUST' AND AT A SPACING NOT TO, EXCEED THE VALUE CERTIFIED BY A PROFESSIONAL ENGINEER OR A RECOGNIZED SPECIFIED ON DRAWING SW-G-1 TESTING LABORATORY TO ADEg7ATELY SUPPORT A 51500 ALLOWABLE LOAD, MINIMUM (ULTIMATE LOAD 4725( MINIMUM) 'AND/OR TO COMPLY WITH ASTN D3753-91. 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/ , MLOWADLE YATHDRAWAL LOAD (ULTIMATE LOAD 47Z9#) MN. WHEN LOADED AT A 45' ANGLE FROM THE ANCHOR SHAFT AND A :ALLOWABLE WITHDRAWAL LOAD (ULTIMATE LOAD 47250) MIN. . WtIEH LOADED PARALLEL 70 THE ANCHOR SHAFT.' THE GROUND ANCHORS MUST.BE RNSTALLM TO THOR FURL DEPTH N ACCORDANCE MT N THE MANUFACTURERS INSTRUCTIONS (IO APPROVED FOR INSTALLATION N THE SO. TYPE -WHICH NOTE: . • . E70STS AT THE S17E ETC.) -AND MUST EXTEND BELOW THE FROST. UNLESS SPECIFIED OTHERWISE ON OTHER DRAWINGS, LINE N STRAPS AWINGAR I ANCHORS ALL SPECIFIED ON THIS DRAWING. ARE N ADDITION 4, ALL GROUND ANCHORS CONNECTED TO THE SIDEWALL FRAME TO THE To THE GROUND ANCHORS STRAPS ANDWALLS. 71EDOWNS MUST BE PROVIDED WITH STABILIZER PLATES ED ' D ATW REWIRED AT THE SHEAR WAll3. WNIWUZE HORIZONTAL MOVEMENT. P.E. SEAL THIRD PARTY REVISIONS ��01 � LTR 11n a,� NOBILITY HOMES �I1 5/2�HO '•i e 1 '•''A � yyrrr ' MAY as m ANCHORAGE SYSTEM NEAR BEAM METHOD moo. S Awn r d "`� O wurN BW TC DAHRA 1roJ SW—FI-2 II �tvt0 oATc' t/Ta/De sa N.Ts FIGURE 20 SU-37.1 32 NOBILITY HOMES, INC. TYPICAL :SIDEWALL AND FRAME T(EE)QWN 0 arvio UJ -p 0O OCT 1 G 2008 �01 CL C ' d F.L 1 Mu fxl 'W m cm.m+srio? �Nnnic Aid Safey Su,dvds 1 1/4' X .035' TIEOOWN STRAP (TIP) SAD CHASSIS STEEL BEAM FLANGE /CLIP USTED FOR 3VIO1 PIER (TYP1 GROUND ANCHOR ALLOWABLE LOAD. t SiABUZER PLATE \ FIGURE 15 . LIE.tAp4v stool S*RM A DEDOWN STRAP W/ SEAL AND CRULPS: INSTAL H M PER AFC: SPECS. CLGge1.-N Tom. aw.,wrn :f�akn.9. Ii o; owns) FIGURE 17 7 "4 BEAN / FIGURE 15 Q O o \Aa frq. H;V'O. GROUND ANCHOR STABILIZER PLATE 25 SU-30 SNOISLUM uaVd 0a11-u �.w.p..,s a.,•e tom' � una wO mw mm'pTlrard MMtM M9W bOgt4t � �.m.+,•���'" �•••d own 31Ynttw m" Wm -KvLms 1p y,arMaTry .csle r aw rt> •1.1"s a093Nr 3Nl ICY! .s. 3=Im Nr lv awvm Hirt (Tan �a" arm 3lrtalT )-Mm arm TrsysMUA 3mrtlaTTr loslt Y J]CddM L-MVn03ar al aHUVUMb't ON L3l a3nN=eg r m V3!!aa TrICM3.Aad r AR 03LA '+ SWN3W aNIN9 MY Q,•y,SI, a 39 JMJI oNWYaa SIM b a3142id5 Ly • ATD= W/oNr e3lclsw a� jiijiLs (ImII,ImI fszli m6ra ara7aL3MAUTN . JS;NN /N.IE r lWddM 1T31rn¢3ar al A-IMV BYI 3w,s3t a3moosm v ao ImmN3 Tnassa$ W r to IMAIx Tal TVA ar3I346 ,a la naxi� TTrr 1Sn11 3NVMaavN MLMNN= dW SdrNLS Nt=U TTr -am �'N �I64t1 Taal• 37m HOW 7TrM M .0 W M k3d 'T1r!SMN •"3'3TlNV3 LSICr W" S31rN7aOl TNM a,r3,6 I W TTVM dv m -so. a l5w 3m wm m Tmsa -dmaw tailom am 3m m nl cm Tor3 J.�r.rx, ' My tCHiNT ILLO= 7C3U3% TTat ar3,6 N IWM � t �! rorotaa dvws m M Sinr UMS HIUY TM =1 ' tdUJ S-AY38 M--S MYd al a3L33NND3 SWC13LL 3►roe3 iA'M3alS/M * QMW MONONY ONnorn 4TT^.7Y7M a3T'id dra,s IusY aotoar aNmm m�T 3TaTY)a r of alt3 Nav3,3NIm aNr av3}a 319naO NOLLYlwjsm1 — -- _m,< 3Hl H3%0 draw ROM TTY.53a dY1LL5 WAOam 3TTYM tK36-1llaR_7Vlf tCi ld3D.•3 3OYZC1 .o. IQ %tlp ' ti'+PS p- D �,„„Ryp, aro.tl en pamaq $4 I•yC�d dv,ws N%oa3LL 7 smnNMNa3 800Z 9I130 0 �e sssY►o do --mm A 39a3 CG drn snlava /M MONONY moa3LL Cl. m 'ONI `S'aWOH A.LI'1I90M 9Z I £-fIS (K.aw all)m $.voz atom ON *M4 %1..1�1igaN - oWH-)`1y rlrioa�y ���y��n 2of1�rly anno2l� 71�io�yY'Io'I Ol JYS yIV 5AAlYh dny -�o11-,7yY Hyog i it �av 52oH-rNy nrjoaAy-iY:I�A Ni yo'15 17rlodjj r+,,�,nrj hk�no--�ny -Jy�ys-.j rirloa 111� 5nidy21M 70ti?NyT nnod ��L'L�inJ �3'1�N07Ss3% * I, Ji99fEtW oN }' r 9 1100 a80oZ (i 1 a & m �uorn9A,.oa,=v 6661 9 1 90V --S�aM�N17 r`1Moo�y ����.a�n an�.s ►ten+Iv��o ���>� �vvIwyW i-i7 Na 5,on jog oy 51 -71Y)OO 51l't FIQJ,-71175NI NI�oG�►y '3Ml `S3WOH A LI"IIHON 411 NOBILITY HOMES, INC. �-1Nt3l EWIDF SqFAR WALL TIEDOWN S-T`BTct WIND TONE 2 t 3 WIND ZW it (100 WID MEDOWN ANCHOR RIND ACNE t I t (110 MPH) �cE OF RA131US C1.IP NausE 6 � 7F CM MOM AHD S70RHF3:P F.HQI ESA -M CMWX HEM ZMM ANORIL SEE CEUL'A' A W- PARTY rEDMIN 1—�—" CRADE lIfDOWN STRAP OtSTALLATlpN DDUBLE HEAD tAtOUND ANC LLJ OCT 1 6 2008 c a O G CL FadaN MawLca?ad _ Hama Cona+wron al "�°�{4' Aid Safely SurdndH FW FULL WUM SHEAR VALLS. LOW STRAP 11'atWtGl SAP DI SHEAR WALL DVM u. TI�OMH ANGER AND zvv(Et E�41 F}m tD lala 2 � HEAD ^..tactic MoRB INS ALL FIt7i D7 M COE J= Cppcigr 4t£fR MALL. 1M@t-SH AR-WALL-rMU MAIM-W-V-XIIST-QAKTI ^- ALL UM.IYI I STRAPS AND CCHI M" 1tA15Rmi: uvST corra- ID' lir APROFESSIONAL01=05? RS A RW=MM TMIM L.ARMAI= i0' ADEOUATFl.1' S PFWT A 3150 MWflW AND/titLE OW W HM ASTN C3ss3-eL ' � ) ALL WM= ANDaM SPEW= W THIS aRAMNa U=7 RE CUrIM W PROF4iSONAL q(sz HEgt OI A RUMM;GZM TMIMC LAUiA ATDItT TO ASIEDUAIEL; WIMI'r A e11500- AItBRIusTE Ug"'RANAL LOAD IM -CUILilLAiE LDAD 4'r-FixH.) NrEN LOAM PARAUJL W`rH ANC HM SHAFT 2EMSIONS 1 All AGE SYSTEM. t N9AR BEAM METHOD . .lour tm z nra. n' Sqy—Fi-3. t I Iture rR•M IS AxSI . 30 SU-3S NOBILITY HOMES, INC. INSTALL STRAPS Follow the fastrbtdions balaw to banned straps fr= the home to sioorraff frame, ertd w 11 llama and verlkat anchors. . Ahvays protect rdrans at xharp carters indudhg arasHd t-treame w8nradlus.cGpsat other methods,( 1} Radius; dips may be febdrafed from Zliga (min) byt— mcb wide galvanized steal strap tanned m Po around caners- C, �t1G a erw� I LU � OCT 1 6 2006 C Fcdeal AUeubcuued rn SIDEWALL FRAME A14CHORS � And s.rpy StaadAnlH install straps to sidevall frame arxuhors as follows: f. Conned strop to home. (lone= one end or the strap to the hone connec- Wn point using approved buckles or Hips (swivel orhook clip preferred): Strap to beam comreclilm � zz Strap to beam ebnnacgon. e =+•.nt RegaNless of the strap suppliersrecommenda. . 2. Ccnnoct snap to anchor. Conrtnot The oUtor.dnd or the strap to the sent bait lions,: hle:sfiap must ba in the ancho, Leave enouo strap length to tie able to make five complete conneiliA to the top ai the turns around the Iwltbofole ILUepomes right (approiimalely 2412 inches per, main beam to prevent turn or 13 inches lotal� Fewer than five turns and lha strap may not hold cola damage to the structure. the wl whon force It; appged: cbhvcrsely, loo many lums may not @i wither tho U-channel of the anchor head. Foilpwthe procedure ouRlnatf In FFguin 07. w..c. �..1 48 1. Pretension anchor. For anpnors with stani4zef plates. pretension the anchor by pu90ng it up lu the stabilizer plate using the strap and tak—p boft :o move the anchor head. Continue pulling the strap until the plate moves a small antpum (about t!2 rock). This is called packing the plate and it w8E yield me strangest resistance (the bottom of the anchor head sheuld be maximum one in ch above (he top of the sinhilizer plate). 27 SU-32 . ,. NOBIUTY,HOMES TYPICAL SINGLEWIDE TIEDOWN INSTALLATION (STANDARD TIEDOWN INSTALLATION — NOT AT SHEAR WALLS) WIND ZONES 2 & 3 HEIGHT FROM GRADE TO TOP OF STEEL BEAM SPECIFIED ON DWG SW-0-3 x .035' TI EDOWN STRAP. (TYP) . s. INSTALL STANDARD CHASSIS AA FRAME TIEDOWN STRAP ATEXCEPT AT, SHEAR WALLRcAL HRmoVERTICAL TIEDOWN LOCATION AND _CO�NNECi'�Y�IE_FRAME_IIECOriYS'iRAP_ TO—_ -_ - ��-()- THE SAME DOUBLE HEAD GROUND ANCHOR AS THE LT VMUCAL 11EDOWN STRAP (TIP EACH SIDEWALL) d CF DEOUTAL INSTALL VERTICAL ITEDOMN STRAPS AND/OR SECURE THE ,VERTICAL TIEDOWN STRAPS TO GROUND ANCHORS AT GROUND. ANCHOR OPENING STUDS MEN THE OPENING WDTH'EXCEEDS 48- (TYPICAL). AND AT A SPACING HOT 70 THE VALUE 90' FOR ALL GROUND ANCHORS CONNECTED3. ON DRAWING SW -EXCEED TO SMEWALL FRAME TIEDOWNS'(TYP) L ALL TIEDOM4. STRAPS AND:CONNECTINC HARDWARE MUST, CERTIFIED BY A' FROFESSONAL ENGINEER. OR A'RECOGNIZED 707140 LABORATORY TO ADECUATELYSUPPORT A 31511g ALLOWABLE LOAD MIMMUM'(ULTIMATE LOAD 4725E AINOHUM) ANDJOT TO COMPLY M111 ASIM 03953-01. • 2. ALL GROUND ANCHORS SPECIFIED ON THIS DRAVANG MUST D.E CERTIFIED: BY A *PROFESSIONAL ENGINEER OR A RECOGNIZED TESTING LABORATORY TO'ADEWATTILY SUPPORT A'3150$ . ALLOWABLE W IHDRAWL LOAD MfN..(ULTIMATE. LOAD 40MO, MW.) MIEN LOADED BOTH PARALLEL'MTH THE ANCTHOR'SHAFT AND • AT A 45' ANGLE FROM THE ANCHOR- SFWPT. 3. THE GROUND ANCHORS MUST BE INSTALLED TG:THEIR FULL DEPTN,N ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS 00. APPROVED FOR INSTALLATION IN THE SCL TYPE UNICH, NOTE: . EXISTSAT. THE SIM ETC.) AND MUST EXTEND BELOW THE FROST UNLESS SPECIFIED OTHERWISE ON OTHER DRAWINGS, E AL MOWN STRAPS AND GROUND 'ANCHORS SPECIFIED ON THIS DRAWING ARE IN. ADDITION" 4. ALL GROUND ANCHORS CONNECTED TO THE SIDEWALL FRAME TIEDOWNS MUST BE PROVIDED WITH STABILIZER PLATES TO TO THE TIEDOWN STRAPS AND GROUND ANCHORS MINUFI7E HORIZONTAL MOVEMENT REQUIRED AT THE SHEAR WALIS. P.E. SEAL THIRD PARTY REVISIONS tib LM' Sr DAM NOBILITY HOMES iq ' - OMAY252010� ANCHORAGE SYSTEM t NEAR BEAM METH ,SW—FI-1 mneN Br. TES I PARxa N.L4 FIGURE 18 SU-33.1 28 NOBILITY HOMES TYPICAL SINGLEVJIDE TIEDOWN INSTALLATION* (STANDARD TIEDOWN INSTALLATION — NOT AT SHEAR WALLS) WIND ZONES :2 & 3 �k W/FRAYE TIEOUNNS CONNECTED TO F SiEEO,"BEAMS INSTALL A 3/8-X3-1/2' LAC SCREW, W/FLAHGE CUP ON THE INSIDE FLANGE OF EACH STEEL BEAU ON EACH J015T YAOCH HAS A LAG SCREW INSTALLED ON THE OUTSIDE FLANGE (THESE LAG SCREWS TO BE 9TE-INSTALLEO:.JOISTS WHICH HAVE A LAG SCREW ALREADY INSTALLED DO NOT REWIRE A LAG SCREW) EXCEPT AT .SHEAR WALL VERTICAL OEDOLX45.INSTA+1. A FRAME TIEDOWN STRAP AT EACH VERTICAL TIE00'AN LOCATION AND CONNECT THE FRAME TIEDOWN STRAP TO THE SAME DOUBLE HEAD GROUND ANCHOR AS THE VERTICAL MOWN STRAP (TYP. EACH. SIDEWALL) NSTALL VERTICAL TIEDOWN STRAPS AID/OR SECURE THE VERTICAL'11EDOYM STRAPS. TO GROUND 'ANCHORS AT OPENING SUDS WHEN THE OPENING WIDTH EXCEEDS 4r AND AT A SPACING NOT TO EXCEED THE VALUE SPECIFIED ON ORAWANG SW=G-3. ' DW'G SW-G-3 NGTE UNLESS SPECIFIED OTHERWISE ON OTHER DRAWINGS, ALL TIEDOMR STRAPS AND GROUND ANCHORS: SPECIFIED ON THIS DRAWING ARE IN YN ADDITION. TO THE TIEDOSTRAPS AND GROUND ANCHORS REWIRED AT THE SHEAR WALLS P E SEAL THIRD PARTY .I/� u 4tV6 i v 1 R 1 r" aMAY252010 `� �- c GENERAL..NOTES: I. ALL TIEDOWM STRAPS AND 'CONNECTING 'HARDWARE MUST CERTIFlm BY A PROFESSIONAL ENGINEER OR A RECOGNIZED TESTING LA80RATORY TO ADEQUATELY SUPPORT A 31500 ALLOW7ABLE LOAD MIMMUM (ULTIMATE: LOAD 4725/ WNIMWI) AND/OR TO COMPLY WTR ASTM D395.3-GI. 2. CERIMEALL.GROUND ANCHORS SPECIFIED ON ERS DRAWINGRECOGNIZED MUST Bc` TENTING BY LABORATORY TO ADEQUATELY ENGINEER OR A RA 31502F.1D T6TINC..LAt)ORATORY TO AOEQUATEI.Y SUPPORT A 31:AIT ALLOWABLE MTHDRAWAL LOAD (ULIMATE LOAD 4725f) MIN. *,TEN LOADED AT A-4S"ANGLE. FROM THE ANCHOR SHAFT M40 A 3T ALLOWABLE TWTHG.RAWAL'L�AD.(ULTIMATE LOAD 4725n MON. LOADED PARALLEL TO 11 ANCHOU SHAFT. 3. THE GROUND ANCHORS MUST BE INSTALLED TO THEIR FULL. OWT14 IN ACCORDANCE WITH THE MANUFACTUAEITS NSTRUC71ONS 09. APPROVED ATTHESITE, ETC.) ANDM UST EXTEND BELOW THNE:IFROST LINE- 4 ' ALL GROUND ANCHORS CONNECTED TO THE SIDEWALL FRAME :TIEDOWMS MUST BE PROVIDED WITH STABILIZER PLATES TO MINIMIZE HORIZONTAL MOVEMENT. REVISIONS Rom. NOBILITY -HOMES NO SW—FI-1 FIGURE 18a SU-34.1 29