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HomeMy WebLinkAboutINSTALLATION MANUALIndustries, SCANNED) BY St. Lucie Couniv RECEIVED MAR ? 2 9 ST, 6dsie Geunty, Permitting INSTALLATION MANUAL 250 R.W. Bryant Rd. * P.O. Box 2947 * Moultrie, Georgia 31776 Phone:(229)-985-6200 * (866)782-6600 * Fax: (229) 873-6620 rA Mifl�I�J� NaTICE The warranty on this home will not be operative unless all weather proofing material applied for shipping purposes Is removed before units are secured together. See set-up..manual for set up Instructions. FOR VINYL SIDING Remove all plastic on ends of homes before Installing vinyl siding. N 6.dI I� V L_ r1L_L_ r LHJ Ill. Remove all plastic on marriage walls, end walls, and on the • roof. Remove all stripping and seal aU holes In asphalt shingles:' P. A DESTINY LLC Installation Package: The Installation Package includes the following: 1. Installation Manual 2. Homeowner's Mam:al 3. Electrical Schematic (model specific) 4. DW V Schematic (model specific) 5. Door Check Installation Instructions 6. Lock -out Breaker Instructions 7. Warranty Information (flooring, siding products) I-0.0 APPROVED BY ONRevised Dec 23,2008 INC. FEDERAL MANUFACTURED HOME CONSr1UIt:r10N AND SAFEIY STANDARDS CordWgdons(mdmpmvmaeofyaa ngwma uedhome-Tdshowwasdeaigaed, enginemed and bWk wish Von pride and oars. Yow home fs a totww Integrated *ucbvg the dm% it is hwmtsat that these ksbucdow are cloddy adhmod to.. VVah pm w setup. admakAmm You and Your hmHy wMcdoyyaw now hone foryomto omm The bmbJ Hon of your now home shall be pmfioemed by ao upmiwmd and qualified omlmda. If the pu vhm agreement with your dodo does not nmludb the iaata Won of he or she an osslat you in locating the proper gaaliHed and tmoh dby PUMUL Your Home sore may haw mam60=d hood bUUadon laws and regulations sad the oonUector will be requlmd to follow there hmhudbm Your date may regalre the setup contmdw an&orthe utility eodhdm to be lioemA Your loud aufhonft an pmvida yea with the raquirementa is your am if your home elate does not b a tapdadoar d= hoftucdors mud be Wowed or you may void your warranty. 8Y 041.2000 Table of Contents Chapter 1 - Introduction 1.0 ChVter4 - Setup Procedures (cook) Wind Zone 1 Strapping & Anchoring Req. 4.12 Chapter 2 -Site Preparation 2.0 Wind Zones 2 & 3 Strapping & Anchoring General 2.0 Anchoring Requirements 4.13 Drainage and Grade 2.0 Singjewide Sidewall Tic down Requirements 4.14 Compliance Certificate 2.0 Singlewide Sidewall Tie dawn Requirements 4.13 Structural Wind Zone Map 2.1 Doublewide Sidewall Tie down Requirements 4.16 Soil Bearing Capacity 22 Doublewide Sidewall Tie down Requirements 4.17 General Description of Soils 22 High PitddrinpRoofTieDowuRequirements 4.18 Pocket Penetrometer 2.2 Longinrdinal Tie down Requirements 4.19 Vegetation 2.3 Column Tie down Brackets for Multi - Vapor Barrier 2.3 Section Homes 4.20 Angle Bracket Details 4.21 Chapter 3 -Foundations &0 Tie downs for Offset Unit 422 Pier Capacities 3.0 Tie downs for OM;et Unit 4.22.1 Configuration 3.0 Clerestory Dormer Tie Down Requirements 4.23 Footings 3.0 Triple Wide Tie Down System 4.24 Special Conditions 3.1 Covered Corner Porch Tie downs and Piers 4.25 Alternate Foundation Systems 3.1 Sidewan Porch arRecessed Entry Pier and Tie important Reference Documents 3.1 downs 426 Typical Pier Construction 32 Uncovered Porch Tie downs & Pier 4.27 Footing Design Sire & Mickness 3.3 Floor Interconnection Marriage Line Sealant 4.28. Pier Capacity Table Single Section Homes 3.4 Roof Interconnections & Ridge Beater Close-up 4.29 Pier Capacity Table Single Section Homes 3.4 Wall Interommectiow 4.30 With ABS Pads footers 3.4.1 Tag Imercounectiaas 4.31 Pier Capacity Table Multi -Section Homes 3.6 Miscellaneous Tag Details 4.31.1 Pier Capacity Table MuldSectionHomes Fascia/DripEdge & Shingle Installation 4.32 With ABS Pads Footers 3.6.1 Horizontal Vinyl SidmgInslallation 4.33 Pier Capacity Table Multi -Section Homes 3.7 Vertical Vinyl Siding 4.34 Pier Capacities for Ridge Beam Column Hardipanel Vertical Siding 4.35 Supports 3.9 ABTCO Vertical Siding 4.36 Pier Capacities for Ridge Beam Column Cladwood Hardboard 4.37 Supports with ABS Pads Footers 3.8.1 Add -on Eave Detail Offset Box 4.38 Piers for Doors & Openings over 4 Feet 3.9 Onset Box Carney Eyebrow Details 4.39 Perimeter Foundation 3.10 Hinged Truss Installation Details 4.40 Pier Capacity Requirement for Tag Urdt 3.11 Itinged Truss Installation Details 4.41 Temporarily Supports 3.12 Chapter s- Optional Features 5.0 Chapter 4 - Setup Procedures 4.0 Construction of Site Bulk Structures 5.0 Moving home to Location 4.0 Attached Garages 5.0 Setup Procedures 4.0 Skirting and Venting 5.0 Sioglewide Section Setup Procedure 4.1 Basements 5.0 Multi -wide Section Setup Procedure 42 Positioning & Jacking of Home 4.6 Chapter 6 -Mechanical 6.0 Leveling the Home 4.7 Clothes Dryer Vend 6.0 Positioning & Leveling a Second Section 4.8 Comfort Cooling Systems &0 Multi -wide Sections Interior Close-up 4.9 Air Conditioners 6.0 Bottom Board Repair 4.9 Window Air Conditioner Installation 6.1 Strap Tensioning 4.10 Heat Pump 6.1 Re -Leveling 4.10 Range, Code Top & Oven Venting 6.1 Alternate Anchoring Systems 4.10 Furnace Deretion 6.1 Soy=ClvnaooConditions 4.10 Ceiling Fans 6.2 Expos re 'D' Locations 4.11 I-0.02 APPROVED BY V1SED 2/14/2017 Table of Contents NIPINC. FOENLLrAlasl OsAF FaI1E CLKSIRICiwll Alm EnsrAlollR6s chapter 6 6.0 Chapter 14- Interior Access Panels 11.0 Hearth Extension for Fireplace at the Marriage Una 6.2 Waterfleater Access Dow 14.0 Fireplace and Wood Slone Chimney &Air Inlets 6.2 Wafer HeaterAcona Dcor(Ait) 14.1 Crossover Duct installation 6.3 Insulated Coves Panel Water Heater Access 14.2 Whcaand Ouctlnstalladon 6.4 Access Panel Interior Partition Web 14.3 HathWAlr Conditioning Evaporative Cooler Installation 6.5 Chapter 15-Sift Installed Awning/ Dryer Vent Details & Fireplace Flue Installation 6.6 Carport Detail 1&0 Calling Fan Installation 6.7 32' Max Dormer Iadder0verhang for 4/12 to 6/12 Roof Pitch 1&0 Chapter 7-Utility Connections 7.0 3Y Max Dormer ladder W/O Overhang for Gneeral 7.0 4/12 to 6/12 Roof Pitch 16.1 Electrical System 7.0 Dormer Details Truss Kit Design for Feeder Connectkms&GmundingConductor Sties 7.0 4112 to 6/12 Roof Pitch 26.2 Water & Drain Une Connections 7.1 3Y Max Dormer Decking Underlayment/Shinglas Crossover Plumbing Connections 7.2 4112 to 6/12 Roof Pitch 16.3 Drain Wane(DWV) Pipe Imulliatlon 7.3 Drain Pipe Supports 7A Chapter 17- VmWAire 111 SoM Vent Electrical & Ground Connections 7.5 System Installation Instructions 17.0 Poaer Correction & Meter Base Installation 7.6 CapterB-Utility Service Test Procedures SA Cempanel Verbal Siding Systems Test 8.0 Installation ImWelbns WZ 1,2,3 I8.0 Cemplank sap Siding Installation Instructions 18.1 Gas Systems Test Procedures 8.0 Water Supply System Test F. clures &1 Decoial System rest Puses roced &1 Chapter AddWWaterHatter Air Inlet ADDR4.0 Drain System Test Procedures 8.2 03 Piping Hookup & Testing 8.2 Chapter Add#5%SeleG8es 200% Elssto. IN Finish System instructions ADDI15.0 Chapter 9- Final Inspection Checklist 9.0 Chapter Adda9 AD. End Wag Overhang Details ADD69.0 Chapter 10- Relocation of the Home 10.0 ChapterAdd610 Floor Framing Detail for Chapter 11- Anchor Manufacture/s _ Walk -Out Bay Set -Up ADDa10.o Instructions 1L0 Chapter Add813 Emrgy Star Site Chapter 22- Hurricane Shutter Designs 32.0 Installation Checidist ADwn3.0 EnergVStar Labeled House Program ADD013.0 Chapter l3-Blue Na➢Drywall Option 13.0 Cr:cutnnr/HVAC ADDa13.1 Region Map ADDXU.2 Chapter Add016 Smoke Alarm operational Test Procedures ADM6.0 Chapter Add➢17 Hearth EhRenslon at Marriage Line ADD027.0 1-0.3 ] ♦, Table of Contents Chapter AddMIS Exposure "D" ADD#18.0 Floor andRoofintercomrectionExp-D ADD#18.0 Singlewide Sidewall Tie dean Req. Wind Zone 2 & 3 ADD#18.2 Multi Wide Sidewall Tie down Req. APPROVED BY Wind Zone 2 & 3 ADDg18.4 Column Tie down Brackets for Matti- Dee 23,200e ON Wide Section Homes ADD#18.6 Labeling Piers, Perimeter & Marriage � NC. Wall ADD#18.8 ==I= i°ms�ir°�si Ms Chapter Add#19 Whole House Ventilation Letter ADD919.0 Chapter Add#20 On Site Installation ADD#20.0 On -Site Roof Vent and Plumbing Hook- up ADD#20.0 Fireplace Fluelnstalledon ADD#21.0 Furnace and Water Heater Flue Installation ADD922.0 I-0.04 All pages listed in the table of contents are NfA approved Chapter 1- Introduction This;homowel& several tors and gmUfi4 trained and approprfaleV Reensed permanalsbAperform Bte fosmAatloa Before be&Wng anyworl4thesetup eo ahollemtne that Wsobprecautions are observed and adhoM to. This mm d coa do daaaed htumcdeas *9 are mquhed for dto proper k*Uadon of your new home n well da aomtecdom of uMMM Altmmte modtode mq be comid in u parata doasoealt. Ca aaedien to p *b nudes dA be pedbumad by utkly eompzw pmmmd or didr mOwdnd The draakw coubl ed In this bMI-doe manual are imeaaad to be rep=wAdM of the product. Designaadep cftidanearesubjeettochangewithautw6a NO to thaddhmy of this home gm homeowan or eemp anteater shad centmt the appaopdate wd sutholidea to datmmioe .des nquhm wz for zoft =Mont% m moaalmte % and arty edaWbasdWmayap*inyearwas,awaawfitneedAnpmubandhVe dow. Thishome may require special addem ban h otr¢dtons in adMon to the frutractlons fnthis mMMual. The mmmlitett wuM provide Ume "Addendum^ pages aeparabeW needed. ARmum Owed homy are conabucted and inspeated to comply with the Tede al MaaofmW Homo Catshacden and Safety Standards" and VAgaldl=e (24 CPR parts SM and 3M iodpocdv*) in tem*mo wiih Olio tegtdt,nttents of tha U.S. Depmimaat of Houding ad Urban Develop neat A metal cetdfimtlon label k dMUd to each home to cm* That the bame has bean wratrar;ad and WVeated to cwapty wldt these Staodarda The dedlgd pleas and hrplm t comumdoaof&UbommamhwpuftdbyindepWooddr4paqamdutomme cmep&ance with dteFedaaiStandaNe. Tl=o hntaitadom htabnadoss have also bean approved by an indoyeadent ddrd pargr agatdy. Dr&dotiframdhoimbuodoMin96ramtalmaywidyourwm=W. Atydt=dmorchmgesto this home dLadbe appmvad by a raghisted-engbtcer mudmayedtl bomMeot to waamtyrdoladotr.. Ifyou (the'homeoivner) or the setup contractor have mW questions orconcerns about yourhom'sbotaWon,contact yoormOnrepresentative. HeorshowMbebest. egtdpped to assistyou ana caw help make the hunsittou fatoyournew hozaaa m eery one. ,t Chapter 2 — Site Preparation General , A properly'prepared site is absolutely necessary before you begin installation of the home's foundation and anchoring system. It is very important that the following items be considered for sits preparation. The condition of the home site most be considered before any apparent foundation related chii= are honored. Drainage and Grade The area beneath the home must be well drained to ensure the long-term structural integrity of the home. . Moisture under the home could lead to condensation problems or structural damage to the floor system and other parts of the home. IMPORTANT! The site should be crowned and graded to slope away from the home to prevent moisture from accumulating under the home (See detail below). UlStlrI=il• SED 2/14/2,017 INC. FFfl>itAi NwYHrcuaw Na1F CDIKIBYCIIOIIAam Fut:rrmiuwms HIS. CNr HAV INCH PER FOOr SLOPE AWAYFRU THE FOUNDATION FOR M IST 10--0 An SIDES Home sites most be prepared so that there will be no depressions in which surface water may accumulate beneath the home. The area of the site covered by the manufactured home must be graded, sloped, or designed to provide drainage from beneath the home or to the property line. Crown and grade site to slope away from home. All drainage (at installation site) must be diverted away from and must slope a minimum of one half inch per foot away from foundation for the first 10*-0". Natural drainage must be diverted around and away from home. The home should also be located away from streams, rivers and, other natural drainage areas. If gutters and downspouts are installed, make sure the runoff is directed away from the home. The bottom edge of wood siding must be kept at least six (6) inches above the ground level and at least two (2) inches above any surface where water night collect Never allow siding to come in contact with the soil, masonry, or concrete. Compliance Certificate This home has been designed for certain weather conditions and roof loads. The design criteria for this home is found on the compliance certificate (or data plate), which is located either in one of the bedroom closets, behind the cabinet door under the kitchen sink, or in the laundry area. This document shows the roof load, wind zone, and'heating/cooling zone maps and states which zones the home was built to meet The installer must verify that the home is not installed in a zone requiring greater wind load, roof load, or heating/cooling capabilities than those for which it was designed. However, it is safe to locate or relocate the home in an area with lower load or weather requirements. The foundation and anchoring system must comply with the requirements of the location in which the home is installed. I-2.0 n HIM, NawaO, Conal lone. Pue Islands an South Iona NORT - w PSF (SNOW] 1 MM r - DO PSF (WMV) SOOT - 20 PST' OMMUM) and Vhgln Is North WINO ZONE n (100 MPtly The false" load government, lid" by dale (eou"H&AParlshe s union specified Otherwise) are within wind move IL WA BuldwInXobge Beaufal B�wto% Camden, Chavan, Columbus. Craven,FLO OR Joan, New Nanawr, All co All counties -N those a nice. BesIOW, Poagsoh c being . e10hM ' krgd, Ponds , Perqufmen% T1'rnB . WindIdentifiedm Wind Zone 01. GEP841A Washington SOUTH CNOUNA NV Uf B"MAlynn,Camden.lJM Chafham.11dniceh frty Bewf% Berkeley. Y y. Charleston. r. ` Colicim Danhesl.r awrpdown, MM Hancock, Washington MASSACM Barnstable, 1, Outs. NantunkaR Wymaufh MISSISSIPPI Owrye. Hamcock, Harrison. JacWoh, peas River, Slates 1R WV Comem s, Chamber, Going. Canaan. Chn@dF, berg. c, . QQeM eiferewn. Nmedy N. RflHutton, Orgs eus, Sea Patrick, WO ey WIND ZONE I Onosapesk% Na d PorhmauM. Prinrne Are 6 Virginia Beach iWNO )ONE m (1t0 MPH The fallowing 10=1 govsmmant, Ihlad by dab (aamiles\paeshe* Uriesr specified otherwise) an Wawa Wind Zan UL Broward. ChaecN% Collier. Dads. FmnWm Built, Nwdry, in. Martin. Manche, UNWD , Palm Borah, Pinellas, Sarmoh LOOMA lA Jstfercon, to Fourth% Orlsora, Ploque almew. St. Bernard. SL Chad.% SL Mary. Tenebame MOM CAROIR7A Carted, pan, lirde APPROVED BY oB�3 :,23200, INC. FEDERAL aMUGACmRlo DOME ao+smucnosAln WEIYRArItNai ■ ZONE I - Do a 0.110 ® ZONE 0 - Ur W OMS 0 ZONE 10 - Uo v 0.019 VF ZONE B Wind Zane I calcitic of those areas of the United States that cre cot Identified an being in Wind Zones I w 10. This hone but trot been designed for the higyher wind pressure and anchoring provisions mqulnd far sown/coastal areas and should not be toasted ,within 1500 fed of 1M roa iffne unlon Ms home and Its anchoring and foundatiarh system haw been designed for Me tromand regutnmanis peaifted for Exposure '0' In ARSI/ASCE 7—G& ZONE MAPS mum" DRr ESIINY LLC mare9/30/2008 FM - 1 1-2. 1 Soil Bearing Capacity The portion of your lot or site on which you intend to place your home must be undisturbed soil or compacted fill. If the site is on filled soil, it must be compacted to at least 90°/u of its maximum relative density. The foundation support system must be able to withstand the loads imposed by the weight of your home and any temporary loads caused by climatic conditions such as snow or wind - The support system must transfer these loads safely to the soil under the home. The soil bearing capacity must be determined before designing the support system. This capacity is measured in pounds per square foot (psf). A minimum soil bearing capacity of 2000 psf is required. If you cannot identify the soil, use the lowest value (1000 psf) from the Table below. Under unusual conditions, or if the soil appear to be peat or uncompacted fill, consult a local geologist or professional engineer. General Description of Soils Sofl type (Based on the Unified Classification System) Bearing capacity (pounds per square foot) No allowances made for overburden pressure, embedment depth, water table height, or settlement problems. Rock hard or pan 4,000 and up Sandy gravel or gravel 2,000 Sand, silty sand, clayey sand, silty gravel, or clayey gravel. 1,500 Clay, sandy clay, silty clay, or clayey silt 1,000 Uncompacted fill Special analysis is required Peat or Organic clays Special analysis is required Local building officials will often have typical soil bearing capacities for your area. If you are unable to determine the soil bearing capacity from building officials or from a soils investigation analysis using the Table above, then the soil must be tested using a pocket penetrometer or other accepted testing procedures. Pocket Penetrometer A pocket penetrometer may be used to determine the allowable soil bearing capacity. Such a method is only an estimate, and the results should be properly interpreted. Follow these steps: I. Test an area near each of the opposite comers of the home. 2. Dig down to the level of the bottom of the footings and uncover an area of at least one square foot 3. Using the pocket penetrometer, take at least seven readings. 4. Take an average of the middle five readings, disregarding the highest and lowest readings. Round this average down to the nearest soil bearing value. Use this value for determining minimum footing sizes. 5. Mark the test area so that an inspector will be able to verify the results 6. Verify that test results are in agreement with the description in the soil table. BY COrsrwcnom sm 1-2.2 v14no17 RPPROVFDar ID r11Gl1017 INC. NOTE! Depending on the site location you may want to approximately locate footing pads, pier blocks or stands, anchors and tie -down straps that might be difficult to place after the section orsections of the home are in their final position. Vegetation Remove all vegetation and other organic material from the area under the home to assist in insect control. Remove all grass and roots from beneath the footings. Overhanging vegetation in the area of the home should be trimmed to prevent damage during installation and inclement weather. Vapor Retarder If the crawl space under the home is to be enclosed with skirting or other material, a vapor retarder must be installed. Use at least 6-mil polyethylene or its equivalent and overlap at least six inches at all joints. Seal the joints of the twelve overlap with mastic tape that will keep moisture out and will not come apart over time. If the 6-mil polyethylene vapor retarder happens to receive a tear or split. You can fix this by cutting a piece of 6-mil polyethylene 12" bigger than the tear or split. Place it over the tear or split and tape it to the vapor retarder which as the tear of split. Tape all sides of the patch, made sure you get a good seal. HOW TO PATCH SHEPWEAVE H BOTTOM BOARD Shepweave II and Shepweave II Perforated are homogeneous products composed of strands of high - density polyethylene woven together and coated on one side with a continuous layer of black polyethylene. Shepweavc II perforated is micro -perforated. The suggested patching methods for both are as follows: SMALL REPAIRS 1. Small cuts or tears maybe repaired by using UFP Distributions 4", 6' wide BL-1000 Series tapes(TABL 1000 or TABL006), 2", 4" or 6" RVTAPE all of which are made from actual bottom board material, or one of our 2" duct tapes, TACP 1 or TACP-620(heavy duty tape). These can be used in the following method: Make sure that the repairs are securely covered with whichever tape you use, and that the tape extends beyond the damaged area by 2" or more. TACP 1 and TACP-620 will many times, require several pieces to get the right coverage. LARGE REPAIRS 1. Large repairs (for areas where the bottom board has been removed to do plumbing repairs, etc.) can be made by using one of these methods: A. Large repairs can be made using UFP Distributions 28" wide BL-1000 Series tape TABL028. Again this material is made from our bottomboard material and if applied right by overlapping the opening by at least 2" will give you an appearance of the original bottom board. Other patching methods most of the time will appear to look like bandages. B. A large repair can also be repaired by cutting a piece of standard bottom board material to a size that will over lap the opening to be repaired by 2" all around. Apply Shepherd Distributions TABL1000,TABL006, RVTAPE-2, RVTAPE-4, RVTAPE-6, TACP 1 or TACP-620 tape around the perimeter of the patch making sure that the tape is distributed and applied evenly on both the bottom board being repaired and the patch. (If for some reason none of the tapes above are available, any equally good pressure sensitive tape may be used). In addition to repair tapes, a spray contact adhesive can be used to adhere the repair material. 1-2.3 AROUND WATER SUPPLY OR DRAIN LINES ETC. 1. Cut a patch that is larger than the area to be repaired. Cut an X in the patch and push it up over the pipe. Secure patch to the bottom board with tape. 2. Use eitherTABLI000, TABL006, TACP1 or TACP-620 tape to seal around pipes. PATCHNG LONGEVITY Please keep in mind these important facts: 1. The patch should be of such quality that it becomes an integral part of the bottom board. 2. The patch should be made out of material that will last as long as the bottom board product to which it is applied Installation Instructions Shepweave H and Shepweave H Perforated can be installed with either surface exposed. It can be attached flush to the edge of the bottom of the perimeter joist of the floor framing or folded up the side of the perimeter joist of the floor framing. Fasten to the perimeter with 16 ga. X I" leg X 3/s" crown minimum staple at 3" to 4" o.c. Care should betaken in adjusting the staple guns so that the staple is not overdriven. REPAIRS: Small cuts or tears may be repaired by using TACP-620 or TACP-1 pressure sensitive tapes, BL-1000 repair tape, BL-028 repair tape, RVTAPE-2, RVTAPE-4, RVTAPE-6 or their equivalents. For larger holes use additional pieces of Shepweave H which extend at least 2" beyond the damaged area. Secure the large patch with either a contact adhesive or one of the same repair tapes that are recommended for the small cuts or tears. APPROVED BY ON2l14/2017 INC. croraa r�xurarnneo xore mxsrxucnax aim saran sraimaxos 1-2.4 11 Chapter 3 — Foundations Pier Capacities Incorrect size, location or spacing of piers can cause serious structural damage to a home. Piers are required to support the home's main I -beams and mating wall column locations. Piers are also required along the home's perimeter under sidewalls and mating wall for roof loads per pages I-3.4 and 1-3.7. The load that each pier must carry depends on factors such as the dimensions of the home, the roof live load, the spacing of the piers, and the way they are used to support the home. Refer to the following drawings for required pier capacities: APPROVED BY aGV18ed Piers under I -beams, perimeter, and mating walls for standard homes - Pages I-3.4 to I-3.7 Dea 2s,2aas Piers at each side of mating wall openings greater than four feet- Page I-3.8 INC. Piers for Tag units - Page I-3.11,�,. Piers are required for support at each side of an sidewall openings greater than four feet (such as a recessed entry, bay window, double windows, sliding glass door or fireplace which rest on sidewalls), under porch posts, and under the expected locations of heavy pieces of furniture such as pianos, organs, waterbeds, etc. Eadwall doors and openings do not require supports unless one side is at the sidewall or marriage wall. Configuration Piers may be concrete blocks or pressure -treated wood, capped and shimmed with wedges, or piers may be adjustable mamrfaottured metal or concrete devices (see page 1-3.2 for typical pier configurations). Manufactured piers must be listed and labeled for the required load capacity, and thew adjustable risers must not extend more than 2" when finally positioned. Hollow concrete block piers must be capped to distribute the structural load evenly across them. Caps may be of solid masonry of at least four inches nominal thickness, or hardwood at least two inches nominal thickness, or steel, and of the same nominal dimensions as the piers they rest upon. The grain of hardwood caps shall be perpendicular to the I-beam. Avoid plywood, as it may lead to undesired settling or movement. Use actual 3 %r" x 6" long hardwood shims to level the home and fill any gaps between the base of the I-beam and the top of the pier cap. Always use shims in pairs and drive them in tightly so they do not occupy more than 1" of vertical space. When the space to be shimmed is less than the minimum thickness of available caps or concrete blocks, filler material of nominal 2x hardwood or 2" nominal solid concrete black may be used between the shims and the pier cap. Footings All piers must rest on footings that are protected from the effects of frost heave. Place footings below the Host line according to local requirements or provide insulated skirting to the home sufficient enough to prevent the soil under the home from freezing. All footings must he placed on either undisturbed soil or compacted fill. Proper sizing of footings depends upon the load -carrying capacity of both the piers and the soil. See page 1-3.3 for recommended footing sizes for various pier capacities. Footings may consist of precast or poured -in -place concrete, pads, slabs or ribbons with a 28-day compressive strength of at least 3,000 psi. Umeinforced concrete footings must have a depth according to page I-3.3. 1.3.0 APPROVED BY MVsM ,wNc. o �t� Footings may also consist of two fastened layers of two inch nominal pressure -treated wood planks with the long dimension of the second layer parallel to the first and with cut edges painted or retreated. Another footing alternate is to use (3) 87x16x4" thick solid concrete blocks with single stacked piers only. The block footing joints must be perpendicular to the long aide of the single stacked pier. Special Conditions Flood Prone Areas: Destiny homes foundation designs and specifications are not designed for flood zone areas such as river or coastal flood -prone areas and should not be located in these areas. If a home is located in a flood prone area special elevation and anchoring techniques are required when locating in a flood -prone area. Consult a registered professional or structural engineer to make sure home design and construction conform to applicable federal, state and local codes and regulations. The FEMA publication listed in the reference documents below contains design and construction recommendations. Special local regulations or flood insurance provisions may apply. Alternate Foundation Systems Foundation methods or materials other than those described in this manual may be used provided that they are designed and/or tested by a registered professional engineer, installed according to manufacturer's instructions, and accepted by the local authority having jurisdiction. If designs and instructions are not available from the manufacturer, obtain an alternate design prepared and certified by a registered professional engineer or architect for the support and anchorage of the manufactured home that is consistent with the manufactured home design, conforms to the requirements of the MHCSS, and has been approved by the manufactured and the DAPIA. Basement Foundations and Retaining Walls Refer to Chapter 5 — `Optional Features" for special requirements concerning basement foundations and/or retaining wall designs. Important reference documents A generic foundation plan for your specific model home may be available. Please contact the Engineering Diagram Request Line at (336) 315-3276 or (800) 457-3610, extension 3276 to obtain a copy of the design if available. ANSI/NCSBCS A225.1-1987, "Manufactured Home Installations," NCSBCS, 505 Huntmar Park Drive, Herndon, VA 22070, (703) 437-0100. FEMA 85, "Manufactured Home Installation in Flood Hazard Areas", FEMA, Washington, DC 20472, (202) 646-2708, September,1985. "HUD Handbook 4930.3 (1999), "Permanent Foundations Guide for Manufactured Housing," HUD, 415 7th Street, S.W. Washington, DC 20410, "All -Weather Wood Foundation System Manual, "National Forest Products Association, 1619 Massachusetts Ave., N.W., Washington, DC 20036, June, 1976. "Frost -Free Shallow Foundation Design Guidelines," Energy Design Update, March 1989. "Building Foundation Design Guidebook," Document No. DE 98013350, National Technical Information Service, 5285 Port Royal Road, Springfield, VA 22161. 1-3.1 lZ MAXIMUM HEIGHT OF SINGLE STACKED BLOCKS UNDER THE 1-KAMS R 30'. MAX. HEIGHT OF SIPIGLE STACKED BLOCKS FOR PERIMETER PIERS AND MATING WALL COLUMN SUPPORT PIERS IS 40'. MAX. HEIGHT OF DOUBLE STACKED UNDER THE I -BEAM IS Or. IF THE HEIGHTS MENTIONED ABOVE EXCEED THE FOUNDATION WILL NAVE TO BE DESIGNED BY A REGISTERED ENGINEER OR ARCHITECT. --I- _• [--BEAM ]n1,'i -------�—� -- GROuNG — 1. CONCRETE BLOCKS FOR PIERS ARE B' K 10' K 0' NOMINAL SIZE. HOLDW CELL LOAD BEARING CMU'v MANUFACTURED IN CONFORMANCE WITH ASTM C90. OWE 'W. OPEN Cn.c ARE ALIGNED VERTICALLY. MORTAR IS NOT REQUIRED. 2. SINGLE STACKED CONCRETE BLOCKS ARE ORIENTED SO THAT LONG DIRECTION IS PERPENDICULAR TO THE LONG DIRECTION OF THE MAIN BEAM. HORIZONTAL OFFSETS FROM THE TOP TO THE BOTTOM OF PIER MUST NOT EXCEED ONE HALF INCH. 3. DOUBLE STACKED BLOCKS MUST BE ARRANGED SO THAT EACH LAYER IS AT RIGHT ANGLES TO THE PREVIOUS ONE. THE TOP LAYER OR THE CONCRETE CAP BLOCKS SHALL BE PERPENDICULAR TO THE OWN I -BEAM. HORIZONTAL OFFSETS FROM THE TOP TO THE BOTTOM OF PIER MUST NOT EXCEED ONE HALF INCH. MAX. HEIGHT OF DOUBLE STACK BLOCK 15 67 INCHES ANY HEIGHT ABOVE THIS MUST BE DESIGN BY A REGISTERED ARCHITECT OR ENGINEER. SINGLE STACK CONCRETE BLOCK PIER LOADS CANNOT EXCEED 0,000 LBS. 4. FOOTERS MUST BE LEVEL IN ALL DIRECTIONS. PIERS ARE TO BE PLACED ON THE FOOTER APPROXIMATELY CENTERED SO THAT THE FOOTEA PROJECTION FROM THE PIER IS EQUAL FROM SIOE-TO-SIDE AND FRONT -TO -BACK. PIERS MUST BE LEVEL VERTICALLY ON ALL SIDES AND SQUARE WITH THE FOOTER. S. CAP BLOCKS MAY BE 29 NOMINAL HARDWOQ% STEEL, OR 4' NOMINAL SCUD CONCRETE BLOCK. DNOIVIDUAL LENGTHS OF CAP BLOCKS SHALL BE PERPENDICULAR TO THE I -BEAM. ALL CAPS SHALL BE OF THE SAME NOMINAL DIMENSIONS AS THE PIERS THEY REST UPON. 6. OPTIONAL FILLER MATERIAL MAY BE OF 2x NOMINAL HARDWOOD OR 2' NOMRIAL SOUO CONCRETE BLOCK. INDIVIDUAL LENGTHS OF THE FILLER MATERIAL SHALL BE PERPENDICULAR TO THE I -BEAM. ALL FILLER MATERIAL SHALL BE OF THE SAYE NOMINAL DIMENSIONS AS THE CAP THEY REST UPON. 7. SHIMS SHALL BE OF HARDWOOD. AT LEAST ACTUAL 3 1/2' WOE K V LONG AND ARE NOT TO EXCEED 1' IN THICKNES SHIMS SHALL BE PERPENDICULAR TO THE [-OEM, FITTED AND DRIVEN TIGHT BETWEEN I -BEAM FRAME AND CAP OR FOLER. SHIMS SHALL NOT OCCUPY MORE THAN 1' OF VERTICAL SPACE. 0. MAINTAIN A MIN. CUEARAIICE OF 12' FROM BOTTOM OF I -BEAM AND GROUND. 9. PIER HEIGHTS WAY NOT EXCEED THE MAXIMUM HEIGHTS CALLED OUT IN THE f TIEDOWN CHARTS. SEE CHART ON PACE 1-4.14 THRU 64.27. I 10. THE PIERS AND FOOTERS ON THIS PAGE ARE DESIGNED FOR STANDARD SPECIFICATIONS AND HAVE NOT BEEN DESIGNED FOR FLOOR AREA OR SEISMIC AREAS. FLOOR AND SEISMIC AREAS MUST BE DESIGNED BY ARCHITECT OR ENGIKEE AND WILL BE THE RESPONSIBILITY OF SALE LOT INSTALLER OR CUSTOMER. 11. PIERS MAY OFFSET ^UUPa 0 6 INCHES EITHER DIRECTION ALONG THE SUPPORTED APPROVED BY NIPVISED vlanon INC. IffiYL WtlTALTI®i�t m{KtlC1�K AKI LR11 ANp1iS -BEAM PIER OR CONCRETE MANUFACTURED $TED AND LABLED FOR REO'D cliL 07wK Pde s TYPICAL PIER CONSTRUCTION DRAWN AV: JWB DESTINY LLC CAM 12/22/2018 REV: 12/22/206 1 1-3•2 APPROV5015Y Esvirad 2 227,2002 m aaaucwsaa I�irorra amwa =mo90 xnum = ��iFc78�)•�'3i�JA�p i:C� �� ieL'Jr L� t'Ii•`I>r �' xan•�� E:L'i iri i cry iCl� i—� i!:7 IE1Z•,� B�Fi i:ti iS111 l!� i �'t� ijy E %1r.7��'u� Ef'lsl i:L� iS� �f[-I�1 ii:.!♦ 8l?IL7.88[F1� BLrPl�i®8�� T� EiiL•!• i'`'` � i'; *1� �i iiFltii`r�xt�>it EEL•L7 t 7;r tl�i� IE ), s rzi iCi i!JA E:F:•]r sfLi �?7151 m[t.:>• ii2i iui �'i �11♦ �� �7 Ei'G� ifTr iF;7 MEYIi itFl r;.•r, �i�erri��1•ir�� !IP 1� tti� �FFr� iIZ)• d �..� irts EZi7iS!3�ESL!•IEC�IL T[_!.l �lsiR•7� t ai»�li tl.d�Er-�lrri Er.:r�;yi t:El✓• �� RS'S:ilIFl� �'L' r � � tLCl•1• i�*��<kEi ilf� �ii�! •:fi i:�i' <.Ty�I7ti�1i)• irti �L)• � SII'll iLi�.i Ei3!•tL7ii�i:I� ifC'1'� <uwlltLi AZT♦ NF1i!♦ iF.-i i.l� �crr•`•� i�i tTYi i-7 rr is2r• ��>• ii� �:7 i7i2��II•1M nEL� EA7• �Clii."IJr iIL7 ElLitI;7� ijZ)• ELI:� i� `.ii=tom 8�7 ®�1Alii �f1•r� tiiZ1• �'i�tL>•i�r� Ir �1•ii t•�Ey�ii �•)• its �i1`Jo tID� 8l�lL� RF:t1• E'i71 �II 7 LCEi � Jr �� irfi El:i ts'f>• �:•� tI� Lc.II• �.2� lEIF1• l� E:� It:nxa�ji �[ �F!• �4T7� il'? i EIii'iLi it'nTt•il:;f.�l� �`'L)r �L�l�`'i�..' i i �-r,S•�s;•:�i13ii"R�!'rrElfi� iil i Z:�L)• is"'I•i i 47r i1'7 iL! i:1i i:(hir �:1' �1i ■rl:Li i�1Si �=)r E�I1111 � Z i �" 1�i1�1,8LC...TiI�>•®fir t'�"�i:'r(f•t i:'��i•7��L•itf:Lii.T'll• t-.1"� i:`l.>• �tT r a•i i;L-J� �ffi x✓<rr!• EI.i �'.^•Si:::f�="�ir11i�.I.L1Rii:k�=L':71M EIli LZ'.. JIi;L^�i3:lri ait:1C1•I� rxa EI t•i iil�l!•ir:lt�fSiJ�ilYIrS.FZ1r�C'' � llli �,-rr.��.l rxaia.r■r��z�r�k1•ta^.•��Si[i �3�'r:.IM BCI:•lA Iti �l11 R<SPT� its i t::•i i:3•i L7::•L7i3FifE::lDIifF>•i'li'1• ttZ)• iLil• t=I+P->•4�i:�la9tiFL��f:1�■<IiiRt( iL'al7 sr•I' ��r. F if^i��j'�t! t iin i BQIrL•>• Rom'"I� �'L� Ri:L� �"I7 iFaJr �'?1•i'iiY71�Q' 1� t�i'LiJriTL�11i1If• MAXII/UY PIER QAPAgMgfc- a*Nx16' SINGLE STACKED o S1760 LBS. 16'x16' DOUBLE STACKED ■ 11,520 LBS. 20x16' TRIPLE STACKED a 17.200 LBS. MAX. FGOTM0 SIZES L x T P (MAX.) - SOL STAG ED . DB BLOB D 4' 4' 18'x24' 24'x24' 8' 6' 20'x28' 2r4r B' 8' 24'x32' 32'x32' 12' 12' 32'x40' 4o'x40' THIS TABLE APPLES TO UNREINFORCED CONCRETE FOOTINGS, F00 NG SIZE AR '90. IN. SQUARE FOOTING Irmir 1 255 AD' 466 ' S76 28 784 1024 " 1600 RECTANOULAR FOOTING le" 1 3" 2 530 20020 768 1260 agur F021ING 20* D 1 314 ISL 07 HIM FOOTINGS MAY CONSIST OF PRECAST OR POURED IN PLACE CONCRETE, AND A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. UNREINFORCED FOOTINGS MUST HAVE A OEM ACCORDING TO DETAIL '9'. ALT. TO USE (3) 8'K76'x4' THICK SOLID *CONCRETE OL600 W/ JOINTS FERPENDICUUR TO USE WITH SINGLE .STACKED PI R5 ONLY, FOOTING AREA OF 385 SQ. IN. BE PLACES BELOW THE FROST LINE. FOOTING DESIGN 3IZE=AND TH10KNE33 v imp # cum p -Jam cAm 12/2j98 I-3.3 PIERS USED FOR PERIMETER SUPPORT MUST BE INSTALLED WITH THE LONG DIMENSION PARALLEL TO THE PERIMETER RAIL MAXIMUM PER CAPACITY N MAXIMUM MIWMUM ROOF MAXIMUM PIER BPACNO (FEET) HOME SIDE LIVE TH OVERHANG 4 D 5 to 12 12 WIDE 20 PSI 9450 3500 4550 5600 6050 1407 FLOOR 1-1/r SO PSF ISRO 3575 7350 14 WIDE1-1/2'30 20 � 275R 39" 7337 181C FLOOR PSF 3057 MO1 a 840E15 WIDE 20 PSF 2855 44" am 1R0' FLOOR 1-1/2'JO PSF Sol 490EG40.7 noes: I. PIERS SMALL aE LOCATED AT EACH SIDE OF ALL SIDEWALL OPDU*O3 GREATER TNAN 4'-0' (RAY WINDOWS, PATIO DOORS. ATRIUM DOORS. PORCHX% RECESSED ENTRIES. FIREPLACES. EM). DOORS AND OPENINGS ON ENOWALL9 DO MDT REQUIRE PIERS. (SLE PAGE 3.9). 2. MAX. PIER SPACING LS ALSO LJI = BY (-SEMI SM e-O' MAIL SPACING FOR B' [-BEAM UM. 10'-0' MAK. SPACING FOR 10' 1-BEAM SEE. lW-0' MAX. SPACING FOR 12' 1-ffAM SIZE. L REFER TO PAGE 3.3 FOR FOOTINO TABLES. ROUNDING FOOTING SXI9 DOWN FOR HOMES WITH 2ffi EOFRIOR WALLS IS NOT ALLOWED. SINGLE STACK PUS LOAD LIMIT 5.7501BS. DOUBLE STACK PIERS LOAD LIMIT 11.520 LBS AND TRIPLE STACK ►LETS LOAD LIMIT 17.= LB& 4. REFER TO PAGE 3.2 FOR PIER CONSIRUCTICIL • ALL HOMES WITH SO PSF ROOF UVE LOADS AND FLOOR JOIST 6 15' 0.0. DO NOT MO . PERIMETER PIERS UNDER SIDENALL. U.O.N. SET-UP CONTRACTOR TO VERIFY. Q PIERS MAY BE OFFSET UP TO 5' IN EWER DIRECTION ALONG THE SUPPORTED MEMRRS 10 ALLOW FOR PLUMI RNO. ELECTRICAL ETC. FBiii:L k L OT APPROVED BY VLSED 2/14/017 INC. ,e.mao� menucmwm�ran cmenm PIER CAPACITY TABLE Frame Blocking Only Single Section Homes FWN An 1" DESTINY LLC urJ2/Z2/2015 �12/2Z/1018 1-3.4 ABS PAD NOTES L THE ADS PADS IRIST BE INSTALLED PER OLIVER TECHNROfiIES INSTALLATEN INSTRUCTIONS. 2. THE PIER LOADS APPLIED TO THE ABS PADS NAY NOT EXCEED RE VALDES NOTED IN TIE GMT REM. 3 THE ADS PADS MAY BE USED TO SUPPORT A CONTINUOUS FTBADATION WALL THE PADS MAY ONLY BE USED FOR INDrVWL FOUNDATION PIERS. 4. ABS PADS RAY BE LV 111110 TO COVER A LARGER AREA IN THIS CASE THE RAIL ALLDVABLE LOADS KAYBE MINED AS VELL FOR INSTANCE USING (2) VS'MS' PADS WITH Lip PSI SOD. BEARING CAPACITY WILL YEILD A NAXDKBH PIER LOAD IF 2113,000"Aft 5. IF THE RE31FANEPITS OF DESTINY Da INSTALL- ATION MAL CONFLICT VITH THE RMNIENTS OF THE OLIVER TEgNMMES DNSTALLATINS THE LURE STRINGENT REG. SHALL BE I= U r » • u• •. 1 v � ±1" * I EMT—ik3t'��'_.il�����f� •'I II 1 1n� - D' IYI .� 1F1i ' d', �•11 r �' 1 � 1 � 111 ..•. �y 111 11,, 11 �,: rSyl��.lpl•�Sy����L�T�I�L��ld[�;��s'2/76C�S4,.S�� [lRliSG� 11 E;1•�L���SST'�t'IU'��i 1.11. 111 `�;:y41�r� ' 1 ®v.L7_�GTL�LS:S1Sl1� 1111 11. fJC.11� Efii'i�.tKi���.F_[IT•E$F�ibs��'dF•� :rtr.•i � _-- iC�i3L•��fI1•��F�E�4iil�=S! :r. ii�:�t1��?:7�IIJ•i��iL•IT•�3',•flti�_.:il! iiki' fi. F:Fii1 � `�� ��1�>♦f6..�ia+Tx��.FiZ�©L�'f;•�fr�J� �;1 .rl �11iEt'�tl�l•S1!� .I ..1 tcbAl:T>•S1ILti.11tE7.�5� M41F5L PIERS SHALL 6E LOCATED AT EACH SIDE OF ALL SIDEWALL OPENINGS GREATER THAN W-0- pWbktL0-r *-PJl (DAY WNNWrft PATIO DGORS. AM DOORSETC.). . RECESSED ENTRIES,PACE ADO DOORS AMC OPENINGS ONNEENOWALLS NNPOROTTRREQUIRE PIERS (SEE 9). P7 MAX. PIER SPACING IS ALSO LIMITED BY I -SEAM SIZE: W-o' MAX. SPACING FOR D' 1-BEAM SIZE. 10'-0' MAX. SPACNO FOR 10' [-SEAM SIZE, 10'-O' MAX. SPACING FOR Ile I -REAM SIZE. APPROVED BY REFER TO PAGE S3 FOR FOOTING TABLES. ROUNDING FOOTING SIZES DOWN FOR HOMES WITH ��� 2XS EXTERIOR WALLS IS NOT ALLOWED. SINGLE STACK PIERS LOADLINK 5.760L6S. DOUBLE IN 2i142017 STACK HERS LOAD LIMIT 11,520 LBS AND TRIPLE STACK PIERS LOAD LIAR 17,2d0 LRL INC. REFER TO PAGE 3.2 FOR PIER CONSTRUCTION.ALL �,mrnoe.oslmrvaun�s PERIMETEERR FIERS UUNNDEERRFSRIDEEWALL U.O.N. S ANDJOIST U FLOOR NTRA TOR t0 YENOY 0 NOT REQUIRE P�Eame 91A�kinnC. PIERS MAY BE OFFSET UP TO 6' IN EITHER DIRECTION ALONG THE SUPPORTED WMRRS TO "1' lum vWvuvl 1 r1v111c ALLOW FOR PLUMBING. ELECIWCAL ETC. with ABS Dad footer M JNW DESTINY LLC ASS PADS MUST DE INSTALLED IN ACCORDANCE WRH THE MAT THE ADS MN 2ARL2/22/2016 INSTRUCTIONS AND CERTIFIED FOR THE SOIL CLASSIFICATION AT TNC SRE. ADS PADS MUST BE LISTED OR LABELED FOR THE RECURRED LOW CAPACITY. W*12/22/201: 1-3.4.1 1-BEAM Fin SPACING PER TARIE LAAIN EEYaa Out SIDE OVERHANG LOCATION UWE L NARIWY PIER CAPACITY (POUNDS) NARDNN In SPACHC ( 4 a a 111 12 24 WIDE 144• FLOOR 1Y MAIN RFAYS 20 PSF 1570 am 4740 aa23 6910 So PSF 2543 400 32" Ga09 7730 26 WIDE IEP FLOOR 12• MAN eFANs 20 PSF 2aL0 4060 3250 am 7720 30 PSF 3147 4320 Saa3 7297 am 32 WIVE Isr FLOOR 120 MAIN EANCI 2G PSF 3065 4424 37" 7103 R448 30 PSF 5440 4M 11600 6025 OS30 19M 1. PIERS SNAIL BE LOCATED AT CAM SIDE OF ALL SIDEWALL AND NATNG WALL OPENINGS GREATER THAN 4W (NAY WHDOW% PATIO DOOR, ATRRW DOORS. PORCHM RECFSSED EWNIC%, FIREPLACES, ETC.). DOM AND OPENRgS ON ENDWALLS DO NOT ROOM VMS. (SEE PAGE SA). 2. MAX. 14ER SPACING R ALSO UNITED MY I-BEAH 41EE1 9'-0• NAIL SPACDD FOR V HKAN sair. 10'-0• mm SPACRD FOR f0• I-nw Siff. w-O• MAN. SPACHO FOR tY HeAN SIM 3. RUM TO PAGE 3.3 FOR FOOTING TAKER ROWMCI FOOTING SINES DOWN WITH iaa iX1E100R WALL R NOT AILOWM SHOE STACK FURS TOADS LOW 5.760LBS, DOLKE STACK POM LOW WOF II.52OUM TRIPLE STACK PIERS LOAD LIMIT 17.2512E5. 4. REYG TO PAGE 3.2 FOR PIER CONSTRUCTION. PPEWRRROTE ES Phis. UNWA SIOFEW" LIVUA . sEr-w CONTTRACT R M VOEj IFY. Nm REQUIRE a' :OOR 45 WIDD6 UUSE THE W 32 ■RIDIDE CHARM FOR u WDEs, USE THE 2e WARE CHARM 7. NONIM WITH A PARAPET ROOF SNNy E SET ON FOUNDATIONS AS NOTED ON PACE 3.7. a. PIERS MY E OFFSET UP TO a' W EITHER DIRWMN ALONG THE SUPPORTED UMBERS TO ALLOW FOR PLUMIS N 6 E/ECTRIOAL ETC. PaisiCkNL OT APPROVED BY 6ID 2/14rl10I7 N PIER CAPACITY TABLE Frame Blocking Only Multi -Section Homes WAIN an AYE IDESTIWY LLC DAR12/72/2016 SM.IM/22/2016 1-3.6 Y I -OW PIER SPACINGS PER TABLE MIN FCCUNGS—/ PILL SVPPOMM IEAMS on RIMw OOE WAM SWPtlR PARS ARE RERUIGSO PER PACs 3.L MATNND CALL PIERS ARE NOT 29WJM ON CIIARSPAN. APPROVED BY SED 2/14R017 MHz .��-- N INC. F;a POO USED FOR PEAIYEMR SUPPORT MUST BE IIWALLED WITHLONG SUPPORT TNPE PARALLEL TO THE IMETER PAILENSKIN (SEENOTE Ij E DOUBLE WIDE BLOCKING LAYOUT- FRAME BLOCKING ONLY A ABS PAD NDTES 4. ABS PADS MAY BE COMBHED TD COVER A LARGER L THE ABS PADS NOT BE INSTALLED PER OLIVER AREA IN TFOS CASE THE MAX AU2VABLE LOADS R OLI MAYBE COMBINED AS WELL FOR INSTANCE USING L2I TECEI�.DGIES 1MSTALIATNN INSTRUCTIONS. 17.57M' PADS WITH LOM PSI MIL. HERRING CAPACITY 2 THE PIER LOADS APPLIED TO THE ADS PADS MAY VILL YEILO A MAXKJ N PIER LOAD OF 2R3.00011=6AOOt. HOT EXCEED THE VALUES NOTED IN THE CHART BELOW. 3 TLCU ABS PADS HAY BE USED TO SUPPORT A ff TEE REQUIREMENTS OF DESTINY UNA INSTALL- F PA ATION KWAL COMFLICT WITH THE REGUIRKEMS WALL THE PADS NAY (1LT BE USE1Ol1S INDIVIDUAL OF THE OLIVER TEWILOGIES INSTALLATIONS B£ USED FOR IlOIVIBLWL FOUNDATION PDRS THE MORE STRINGENT RM MALL BE USED, NAX MAXIMUM SPAN HETVEI]I PIERS IDNDER I —BEAMS (FEET) RECTANGLED LEAD FOR MAX LOAD MAX. u1RD FIR 1000 PSF 150U PSF 20a0 PSF PAD SAES SOIL CAPAC SOD. CAPA CAPA PAD SIZE � FTJ I 4 160 axial ' WOO 000# 4 00I 6 00 I 00 4A0 .10 —. ' 4 00 9 I SAES ' 4, 0 Y 4 7 4 ' ' 4' ABS PA B AB>FS 1. PIERS SHALL BE LOCATED AT EACH SCE OF ALL SIDEWALL AND MUM WALL OPENINGS GREATER THAN DOOR (MY IOICDWS. PATIO DOOR; NO DOORS. PORGILS. IA FMIRCS, HltlIPIACES, LTC). OaVAAL ��1�� 07, 6010 FACE DOORS AND OPLNNOS ON LLIDWAli4 DO NOT RWIIOIE TARS. (S!C PAOL LB). DO L MAX PIER SPACMO 13 AM LIMITED BY I -BEAM SUM I'-W MAX. SPACING FOR O' FEW S M jr-W MAX. SPAFAIC FOR 10' 1-BEAM Slg. 10'-0' MAX. SPAPC FOR 1Y L-SEAM um. 3. RUM TO FADE 33 FOR ROOFING 1ABLE7. SOUNDING FOOICO SMS DOWN VRM 2SI EXTERIOR MALL I IS NOT ALLOWED. SINGLE STACK PIERS LOADS UIOF 3.760111S. DOI W STACK RIDIS LOAD LIMIT T` 11r20111C TRIPLE STACK PARS LOAD LIMIT 17.200IRL 4. REFER TO PADS 3.2 FOR PSI CONSIINCUOIL L ALL HOMES WITH 30 PSF ROOF LIVE LOADS AND FLOOR MT • 10- O.C. 00 NOT ACQUIRE PERIMCMR PIERS UNDER MKOLL. UAN. BET-dV COKTMCUXN TO VERIFY. PIER CAPACITY TABLE L FOR 36 WEE$ USE THE 2A WO[ CHARrs FOR 42 WIDFS. USE TIM 25 WOE CNARIL Frame Blocking Only I = 43 WIOES, USE THE u WOE CHARTS. Mulb-Section Homes 7. PORN MAY BE OFFSET UP TO i' IL EITHER DIRECTION ALONO THE SUPPORTED 61 M OM TD ALLOW FOR MaPLUMDDW.,ELECMCAL oeAM In ETC. DESTINY LLC L AN PAN MUST AS INSTALLFO IN ACOOROIANCE WIIN THE MANUFACIMRS INSTRUCTIONS AND DAw12/22/2016 CFlIOIFTEO POR TIE SOL CLASSIFICATION AT THE SITL AM PADS MUST BE LISTED OR LADCLLD FOR TNC RH72/32/201I I-3.6.1 RFRUMM LOAD CAPACITY. DDGE SUM 13DCE REAM COLUMN IBM MEUSI= 1� `RIDGE SUM Cm1wx CQ PIER MAIN SECTIW WIDTH1 ROW LIVE TO (PST) YRLMM PIER CAPACITY (POUKM YA110HIY RUWDICE SPAN TO NEXTSUMORT { a 12 14 18 1R 20 24 1 2S 32 24 1110E 140 BOX 20 30 1100 =97 TR00 am SS00 033 2050 4600 3200 3007 3530 5333 3000 SON 4600 U33 SMO a0a0 WIN SO{0 20 WMIC 1w BOX 20 30 1200 2373 2000 3R00 2900 467 3200 5200 3000 5733 4000 alp 44M GOOD 5200 7067 92a0 03a0 7120 IOIRO 32 WIDE 1RY• Box 20 30 1200 2773 2100 3SIC 3D70 6167 3513 5740 300) R333 4405 0027 4550 7320 5740 $707 "Do 10427 7WA 1100 CE71TER Las: —I OF UWE KAM APPROVED 13Y ONO s0 I21 WAO P .m.�* LOWdY�AAN fTM I NELUE71w5PAN FORI 3� NOTIM 1. PIERS SMALL 0E LOCATED AT EACI ME Of ALL WON WALL OFEOW GREATER THAN {•-W. pEEWk M. 0rT1Lq1wf.F 2 PIER LOADS ARE WED ON TO TV ROOF =0 LOAD. RUM TO PAGE I-3.3 FOR TOM DEs" 3. LOAD$ TABULATED ARE TOTAL FOR BOTH HALVES AT COLWN SUPPORT. �5 4 FOR A wmm USE TNi U WME CHARTS FOR 42 VROM USE THE 20 w01E CIUIUS. FOR {b V REEL USE THE 32 WIDE CHARTS a. SINGLE STACK CONCRETE FLOCK PIER LOADS CANNOT DIC® &760 LB& DOUBLE STACK CONCRETE DOCK PIfl1 LOAN CAHNCT EXCESS 11.a20 LOS. PIER CAPACITY TABLE TRIPLE STACK OOII JLW BLOCK Pn LOAN CA W IV 01731) LIM Ridge Beam Column a PIER svN °TWIT FORYS S SINGLE STACK STACK { MAX PIER H WLF FOR DOUBLE STACK W NO. FOR NAMMWEWALSUj7PO1tS 7. wHER PEUNESER SLOCWKL IS REQUIRED ANY MATRD UHL OPEN SPAN OUTER THAN fO•-0 MUST HAVE MITI DESTINY LLC INTERMEDIATE PEERS PUQO AT 101-00 = am 12/22/21" L COLUMN PIER ARE IN ADDITION TO REQUIRED PIERS UNDER TULL HEIGHT MATING W"% AAN12/22/2010 1-3.8 Aweovm er B70DB aEAV I, 23.2002 NMI, 1\ II'71NC. IBM BEAM cDUAUH-- ®•••,•�•� IBM YETaaw mum MAM H`A11aHM jam supram PIER B' I Sam 11A01 �Y BOT10Y BOARD GMND FOOIDID s3ROtJAD SEE MOTE i rMtGA.RmwSum oou.AwNw1PPCRN IA NRXM43E7IWNRIMeEAMCOWhW6UPPORrPER IB AM FAD IWW.5; 1. The ASS pads must he insWW per QJVFR IBBRRQ.OMV @stMen Jubadss% 2 Tne Ar We applied to the ABS pade may not acted W vdm noted In Ms dirt hebr (OEML VB . 3. The ABS pads may not he red tD wpprt a cmftwm forda5m ea0. The pods may my be used for iodlri d foundation preys 4 ABS pads may be as and to never a larger am. In 0 cam, the masharn doeada bads may he cwft d as we0. For WWane, Wing (2) 17.5�W' pads aDh 1,000 psi adh IPM psf sal 6euBi9 dtY oil )sn a mm*wn pier bad of M.ODOf=fi.WMi. 5. it fhe tBgvtcamants at OasSay bdu I iei bab ft mrmd nM the requismeds of the Cher Tvdmdo& istagaMas, the more e t Mqu ants dtd 10 ash. CLEAR SPAN FOR MATING LINE SWPDRTS GM RECTANGLE LBO Fit IOWPSF MAX LOU FR MAX LSD FaR PAD SIZE PAD aMJ PAD SIZES SOIL CAPACIT 1500 PSF S� CAPAC SOD PSF SOIL CAPAC (SD. FTJ 4S 2347W 31529 46B4N 8W 0 000 3 N 40 7.5 25S'3A 7.4 I 3 3 5 3 00 4 D0 6 000 D , B D 000 8 OO 3 7 2008 8 4 SMSrZEIARF 6'% 6' 7 P4 l 6' 43 18S'%1 l 8 1, 2 7# R 2' 20' 0' 78 4,1679 55 NOTESPEWL C S O 0 S� DOB 4•4,WU# I 6 m B DDD CDI.0 MPhiCAPACRYCWaT C ��I{aMIH1Ayr� �' Q�` WSTFq • rop� H UNE * N `20897 OF RGCd BEAsI 3 "0�;•., ,��& �j)� • ��SAaNAt E `� A PIER c n M aPIER eP 1YPICAI. R'PLAJENOE SPANS D 1. PIERS SHALL BE LOCATED AT EACH SIDE OF ALL HATMG WALL OPDHMrS GREATER THAN 4'-0'. PIIE��R�.OAPAOITY TABLE 7. MER LUAUS ARE BASED ON m PSF RMV DEAD LCAD. REFER TO PAGE 1-33 FOR FOCTER DESIGN. a 0 lge Beam Column i LOADS TABULATED ARE TOTAL FOR DOW HALVES AT Cm1Bsi WPORT. SUppoft E 4. R336 VI �E244 WADE CHARM FDR 4P WIDM USE THE 2e WIDE CHARTS FOR 45 ABS PAD FOOTERS nS,, HE 32 6 Eainax SOME STACIC CONCRETE BLOCK PIER LOADS WIMOT EXCEED 8,76MM � PIM VADMB& DESTNY LLCT a�TBLOCK LDHH OMAyImMtIoM6Bc��� /ttD/�De 0. PIER HEIGHT PIIR SINGLE STACK 48' MAX. PIR HEIGHT Fri WUBLE STACK 80- MAX. TYPICAL ® EXTERIOR DOOR OR OPENING MAlp THAN 4-0' O WY USE (P) 4X4'S TREATED LDMAS T8 PORS OVER CAP BLOCKING FOR SPREADIND LOAM SEE NONE #3. PIERS TYPICAL ITM DOOR 09 OPENING WY IRE 9 4X4'3 TREATED UIHRFJR EDS OVER CAP RLOCIOMG FOR IPRCADIM CAP BLOCKING LOADS SEE NOTE #L NOTES, 1. PIERS 4 rEE S LOCATED TNT. EACH IRDEGLASS OF ALL OPENINGS DOORS. THAN 4 f'EET SUCH AS ENTND 9LEACH LASS DOORS, EKING DOORS 1. PIERS ARE NOT REQUIRED UNDER DOORS OR OPENINGS ON THE ENOWALLS EXCEPT WHEN A DOOR OR OPENING B WITHIN 1E' or THE SIDEWALL OR MARRIAGE WALL. REQUKMM A PIER. 3. AS AN ALTERNATE FOR SPREADING LOADS TO PORTS. (4) 2a4 SIFT fR � NAILED TOGETHER AT W O.R WY RE SUBS111U110 FOR (2) 40% (1) O W FAT MAY SE USED FOR 406T AT IB' O.C. 4. ALL LUMBER SWAtLED I ILOW THE BOTTOM BOARD MAMA. MUST K / TREATED LUMM ru 3. ADJUSTABLE OUTRIG IN SHALL NOT K USED IN PL= OF TYPICAL SIDEWALL PIER SPACING AS SHOWN IN THE TAWES ON PAGES 3.3 AND 3.7 FOR WINES WITH 30 TO 100 PSF ROOF LIVE LOADS, UNLESS OTNERCWW NOTED. R. MAXIMUM HEIGHT To PGOYETERS SINGLE STACK 54' AND DOWNY STACK LS SS'. T. PERIMETER PIERS ARE REQUIRED UNDER ALL FIREPLACE SWflYALL CA/ RSi0C1an _ LOCATION$ PORCH POST. JAMS STUDS OF MULTIPLE WINDOWS AND ANY TO SPIIEAD ROAD TO P[RS. SIDEWALL OPENING GREATER THAN 4S' VIOL SEE NOTE 3 i10R ALTERNATIVES Palolck IIIL Cn, W. `, .Y— Ll]a:I;OPi-40 i REVISED A2/14/2017 �Nc. FEOERI I MANUTi1GTUR GNOME 4' TO Ir RECESS FOR ORCK SORTING TYPIm EXTERIOR DOOR OR OPEIDNG jRMR aws PIER SUPPORT FOR OPENINGS & DOORS OVER FOUR FEET OFA« ft JIIB DESTINY LLO YNN BEAM MAIN UMT RIDGE REAP PIES AS WCOU REO. ETiS SUPPORT -PIERS STOEWALL PIERS 4 ' MAX a'-o• MAX. e•-o• DIAL e•-o' mg. a, uAX 3G -a• YAK. PIER DLAWgAM FOR TAG UNIT A YA N wDr r APPROVED BY IA o Sc1;RON I Revised Dea 23.2006 N SECllON R �■ ■ INC. IMDFRAL MANUFAENRED ROME - CDISTRU ION AND SA" STANDARDS TAD UNIT PLAN VIEW 8 REWIRED PIER CAPACITY PER ROOF LOAD UNBLOCKED PERIMETER 3 PCS TRUSS SINGLE TRUSS t11Ni1 " v� SYMBOL PIER TYPE MAX. TAG LENGTH 30 EG {�• OAV, + 3zovo ❑ MAW KAM PIERS LS•-r 3335 3335 Ali* STEq ~' 39'-B• 3710 3710 ® SRDEWALL PIERS NC-e• A7A0 e175 Qj id0. 20�97 ® RIDGE BEAM PIERS te•-e• 381-e• 5313 3110 7110 N/A 9�•` $'TATE : W �m`•l.�YD�PL�PC�,S 29'-e• 3e50 N/A siS/O��` ® CORNER SUPPORT 9C-B• N/A 710 uNO 79•-S• N/A t0O5 NRN PER CAPACRY CMAW FORTAD UNIT C 11m � 1. ALLAVERxANGS AM If• MAX, 2. lIER! ARE fXfxCTMA:liO CONSEAYCT� PCR DACE HOMES .RN PAR ENTEDIDR PED PADF S 7 iODTM09 S INILLLLyr±3 i00TMo .", ARE SRRS DOWN FOR 3. GREATER TNAN AS NOT LL�DI.Ep. A• REfoT N THE T D Np MAI BMW I i R D1fART5 DI3.3. w T� $ LDApi YApp 1•lD1CRlE$ 7116 PEMl16 AMD 1HE T�ETXERI RG! REAM SIAPODTam (�" - AOn PIER _A� /��TY REQUIREMENTS FOR TAG UNIT Mt.N., OSr DESTINY LLO aTR 3/21/08 .A1 1-3.11 TEMPORARY SUPPORTS AT RETAIL LOTS W-a TO 7V-a BOX LENOHTS NOTES: Q PIER SUPPORTS PER lA,�f! AINIMUM NNDER 4 UNDER EACH 1-l3F.AM PIER S - (S• X X lw' L( MFI, 4• X 1 S• X C DOTER, 4' • 1MANO SHIN IF NEEDED) COLUMNS - 8• X e' X 1 S' CONCRETE BLOCK, PRESSURE TREATED WOW OR STEEL. FOOTERS -18• X is, M WIMUM, CONCRETE, ABS PAD, PRESSURE TREATED WOOD OR STEEL. CAP BLOCK - 4- X S• X IV MIMMUM CONCRETE, PRESSURE TREATED WOOD OR STEEL SHIM - HARDWOOD (TOT TO EXCEED 2IN THICKNESS) MA O LIN UPPO T P RS O ENING -REA R TH 4'-O' PIER AT EACH END OF OPENING, LESS THAN 4'-W NO PIERS REOUIRFD. W2 ROOF PITCH OR 30 LB ROOF LOAD HOMES SAME AB ABOVE EXCEPT BPACNO OF PIERS WLL NOT EXCEED MORE THAN 1?-O•. APPROVED BY ON REVISED 00o RTJIV22017 NC. R®ENLL BAIlucdcnln2o mm COAST KK31OK AIM SM %W STAIMAIM MANUFACTURED HOMES TEMPORARY SUPPORT auw W. JWB DESTINY LLC DAM 12/10/2009 F".. I - I-3.12 F w FBFAM •PEAS ®PVOIEAS FiAP1 BpIUNbOa1dIAY 6NCtE STACK REi6 WIIM GP80b[191ftRMOTM OA EOINAI$I METAL ON II-IB'R/16AB6 PAII FBEAM r EQUAL EQUAL ESUAL E' B PtER AND FDOTER 7QTAL TEMPORARY SUPPORTS AT MANUFACRIRES ryg ED uow wra+auc gg NBEAM "J I -BEAM l _ 30'-0 TO 76'-0 90% LENGWS I NOTES: THIS DRAW WO IS TO SHOW TEMPORARY SUPPORTS AT MANUFACTURER FACLITY WHEN UNRS ARE TEMPORARILY STORED. ALL MCMRIOR DOORS ON UNITS WILL BE LOCKED, WHILE IN STORAGE AND NO ONE IS TO ENTER UNITS. APPROVED BY 000, VISED NIA2/14/2017 INC. FBIERAL W10FACROi®KpME [ONSIiM1ICTiDl1 AKD SAFETY STNmAROS o* MIII�A��. MANUFACTURED HOMES TEMPORARY SUPPORT c um " JWB DAM12/10/2009 DESTINYLLC Kr* - 1-3.12.1 page, imtps.­m,W edama wet frvelpagcu,s:.c.:Wage= oageid-7aacae=21 Pagc 22 c< 139 BY Chapter 4 o Setup Procedures Moving game to Location Mara am *a following items em completed bdore placing the honte: Revised lug 09,2002 1. 'Ihe.aito is pmperly:prcpaved — we chapter 2. : 2. Ali conardo work necessary for setting the home is finished. 3. Ut"Wammstdworavailablo., 4. Amytreochiog is eenplote Sur crossover dram lhoea or forwheels thatwill be la$inplaee S. it=tfiatomdd be difficult to in" afar the home b sired (such as anchors or ground moisture rdardem) are m their proper locatloom CAUTIONt The polyethyl me sheathing covering exterior walls must be completely removed prior to InoWlimg the dddgg for multi-sectian homes. Failure to do so can came condensation to build up in the walk and roof amd damn a the home. If the snarler girding Is installed an the fort and rear walls, make sure the clowup strips of exterior ddiug material arc fastened securely and both edges of the strips are scaled with a water- ptoofawlant. . flop Procedure Please Read Caretmliv The actup Drew should consist of a minbnum of two experienced setup member. The home should be inatalWas eioseas posdlo to the ground (as local codes and olearanee requirements permit - sae page I.3.2).whfie will providing a crawl space for periodic inspection. The following feu items apply to the installation of all homes. Euh atop should be oheaked olfns it is emepide& 1. When dte home Is delivered, inapad both tho interior and the exterior £or possible shipment damage before phtchtg it in its fund position. Any damage should Immediately be reported to your dealer. Alt famdng and chassis mombms are not allowed to be removed omits nmlees DAPIAapprovad emit as removable bitches sad floor imeria. 2. Prior to installing rho home, the *sell bench tho Snag home• locattdn should.be propmed a+ outlined in Cb *W 2. Dotormuw-die sod[ boaft aapaoity. 3. After wleoeiag the foundation system desired, sober the pier aging and footing mms five the iafrro0on contained in Chapter 3. Feandatioee, by comparing then requirements to the sttoct;W load zoo in which the home is Installed. 4. if the 4appetiboadationor tie -down system selected cannot be installed whom the home is in its find pOIldon. too portions of the eapport fix-dadoa system must be rode led before the home is poditod in 10 fool dadned location. For ample, ground anchors regaficad For a do -down systemaay need to be la"W.before the home is placed in its foal position. I.4.0 BY ShrglewideSection Sdop Procedure: 09,2002 I. Posftionyourhotas is its dmirod location. 2. Uslag so.adequate jeck at the latch (min. lz ton mfiv, "rush" lava the home. Thee is only a °mash° levy and not the "Era" lava (gas page 1.4.4 3. Placing the individual support ftroadstione under the home in the coma sequence Is Very haportapt and should be done as thllows: Place the Stet lifts jack under the chassis mums beam, just forward of the float sprung shackle. I.00ato the lining jack 00 that a per can be Placed aaxt to the fiord spring shackle. 4. Position a second GBiag jack under" snare chaaaia' main beam jest brhmd the rear airing ghaokla. S. Using both ja* auifan sly, flit an side ofthe home and piece a fWdusing appmprigra sized fbetfiW for arch pier ae referenced in Chapter 3) cart to the &out spring shock!®. 6. Place a seeoad pia Within 8 that of the rust of, if necessary, immediately behind the mar spring fth llama Or 0n units v or more oxlm Where these two piers could be hrdmr apart fish the desired epwin& place a third pier between axles spaced as evenly as possible hdweenthelotwo piem. 7. Piece rate addftioual pia at each end of the chassis main beam within 2 faef of the eatrmno and of the home. 8. I.ift the opposite side main beam as outlined above and "rough° level by placing pima dually appositgamplacedonthafmaids. 9. Completethe °rough" leveling from frroutto rearand aide to side by Ousting the pier heights sa atquhed. . 10. zVowy maw intermediate Support pima under the nuinbeama •so that the home is supported at required (See pages I-3.4 and I 34 11. Plow additwW supports at each aide of doom and opminga in the ddawal greater than four . fad. 12. Additlonal.aappm foandetiona am dealmble under c =sW main bmw or floor joists whoa ertm haVYbutipae or appliances are loaded. I3. Males s "Baal" level adjasmkem of the honm raise a standard bubble level or a manometer WO level (age page I-4.7). Work from float to rant and aide to aide to obtain "Haul" level aoaditlage•Imoug>:outthe home. All plate shouldbesong read incpntastwiththehome. 14. The tle.down q*ma must be metalled according to the details In ft chapter and the IMIUMOM ofdadedownand anobor mamfbctma (See page I-4.12 to I.4.13 and 14.14). 13. Iu the evert of a• e6ght aettlmnaot any tour after the initial installation, Wevelicg can be Mompllshed by following the procedures detailed above for "Baal" hurling. 1-4.1 Itavioad a• MM is. Ckae dto gap at tln roofline by raisigg the outside of the second unit: Cam" the top of the ddp Imam of odgo raW by mlrrg urea of the madods shown -(See page I-4.29). It may be oeca alto &"Gerd die cd ftjoint Bash before irstsIIiug the conawdons. A jaoiraad tee is used to raisesvbicheverceling is low (see pap 14.11).- Sttat in the fmnt and we*tbroug6 the home to *Arm. 19. wacn'the lag scrams to manly featen the floom together. 20. mob a Bml level aoww ad of rho home using a standard bubble level, laser, or a water typo Ind (use page 1.4.7). Work f am hout to roar and side to side to obtain find level condition throuSbcothe bomo. AB pies dbodd bo mug end inwntactwiththebome. 21. To tidehtbe roof install two layers of 150 foltslong the length ofthe home's ddgelino and tack in place. 'the felt layers are to be ovadapped 6' at Dash scam, with the asp I*w am offeet a mialu m d4r from the bottom scams. The overlappod felt must be camtnted in wind Bones 2 and 3. !paten the top coursea of shinglas on awk half with 4 shingle calls, positioned SW above to TWMld and not in or above the selgasaling strip (use 6 nails &r wind ranee 2 and 3).. The mils an to be placed as required by to instructions on the shingle bundle wtapper. Qt shingles in thirds attbe min alols to be used for the ridge asp. Rotato.tho art a WSW 90 degrees and bend the shinglotmgthwise so as to have an equal exposure on each half of the ridge. Begin attho and oftholf4p faoingthe prevailing wind and lay the shingle over the top edge and am= It on each side with a mil located S-W fiom the espeaod end and 1' up fiom the edg& lay succeeding shinglamo as to expose 30 (refarto ARMA Widalinaa end page 1-4.M. WORTANTI In cold wedher, warm the shingles before bending them, field installed shingles and riche asps must be hand tabbed, using approved roof cement. 22. Cannot gas fma flax connector (crossover) where applicable (So pap 171). 23. Consectc(ectikai o assover as required with the material provided (Soo page I-7.3} 24. Coonod duct crossover. Flexible crossover must be supported so that it does not rest on the gramd(Seepage l-6.3). IMPORTANT! Do not kayo esposed metal an the duct collar — this could result in condensation problems. Coverthecoll"Withithelusuladcumm 23. Install a4vasto phrmhing•accoaft to the plumblag past that my be shipped with the borne. Be am to dormers 0 drain lines and dmparta pa this ptitst(aee also pasts 1-7.3 and l 7.4). 26. Cameditd and cold waterline crossover oonnectom where applicable (See page 17.2). 27. The dedoiva system most be installed according to the datels in this chapter and the instructions ofthe dodo=and anchor mamatheduar (*a pages I-4.12 through 14.24). 28. In the went of a Slight settlement nay than attei the initial, installation, releveling .can be accomplished by following the pro"tre® detailed dew for °flml" laveing. 29. Install all light shades and tight Ideas as seeded 1.4.4 BY 1ft Revised Mar 09,2016 INC. DAED aetlE W€tX»ction of utilities is complete test utility systems (electrical, water, drain lines and gas lines, as applicable) as detailed in Chapter 8. —3t. Verify proper operation on all smoke alarms by performing the following steps: a. Determine that the power source is connected. b. Visually check for proper connection to the power source. c. Manually depress the check button. d. A "sound" indicates a working smoke alarm. e. In the absence of a "sound", install a replacement smoke alarm and repeat items a thru e. f. All switches are to be in the off position when testing the smoke alarm(s). 32. Complete all interior and exterior close-up as described in the following pages. 33. Install the ridge beam molding or finish over the center joint in the ceiling (See page 1-429). 34. Install carpet, carpet padding and molding where applicable. 35. Check and adjust the entire home for items which may have become misarrenged in transit or during setup, such as the following: a. Adjust passage doors to close easily with proper alignment. b. Realign cabinet doors. c. Adjust drawers to open and close easily. d. Adjust closet doors, aligned and square with walls. e. Adjust exterior doors to close easily and be square with frame, and to lock and unlock easily. f. Adjust all windows to open and shut easily. g. Adjust drapes to operate easily and completely close. h. Recaulk over the top of all windows and doors and other seams as necessary. i. Retack any loose moldings, panel connections, and trim. j. Retighten "p" trap fittings. 36. On some models, it may have been necessary to ship loose appliance vent piping to assure the pipe's safe transportation to the final site. Check all appliances to confirm that all venting is installed per the appliance installation instructions. 37. Install and/or connect all other parts and items shipped loose with the home. 38. The inside and the outside of the home should be thoroughly cleaned before the installation is considered complete. Remove all trash and excess materials from both the inside and outside of the home. Any dirt or stains in the home should be cleaned up and the carpet should be vacuumed. 39. Due to the water temperature and pressure varying per site location the home is equipped with mixing and water temperature limiting (anti -scald) valves. These valves need to be adjusted by builder so the water temperature is a maximum of 120 degrees. The tub/shower and shower valve is located behind the on/off handle of the faucet. Platform tubs will have the anti -scald valve located inside the tub platform or inside the adjacent lavatory base. The manufacturer adjustment instructions are located with the installation manual. 1-4.5 21 POMINING AN JACKING OF WOM YmiS OP ` ApALOM �mma AND PRD TR[s Sagal[p YOU CAN MW WX THE NWc Q 110t1 n aW RA 6�T � IMA Ii6 a1RYDIYR TSOM WMAt. MM AOEQWT[ 6UPPODT QXMM MMT a[ UM TO `upG oNLY. WEGUM PEHSOHN6L THE atwa = UUMM AIL DMALtAM PROMI IM. POLSCHIML SMOULD MY R PGtIOp[D lO 11M UNDER 1H[ NOW WKM THEY N6HT M INJIUM IF IN .IIM AODWLNIALLT S1.1411INNO .THS MICALIATgH PRO. JACKING PUT[ MARC PROM UIXNO MUM 09M yyT R TAMOI TO AVOID D6T6MM TH[ HOML OMMY& AND Olt •31160 • P x law IAL NONURP.M ALCONO own THE IN LND PROCM WILL Ma THE HOME TO BE MAN TWISim. TNai MIIY IlE>fM IN41W0[ TO THE HOYL I* 2§109wimGa ES TIHEII JAGOQ'1D. TNI PWIE fMOI 1-•E1N TO AID U1 ►A[YLNDIW THE NDY[ROUND PORT ► TIL,y�q(, T10S.-0AOCtBilR[ WAL ALSO ALOP DAYADi T� THC RAM ANDAl1aAH.lT. OM9t OCUN�{p� ItGNa WY R VRD 1D 1[[YWT TNC HOii IaWI c K dAON�AtID TO ADDOUATL4Y DISTOMC TH[ OONC[NIRAIo> LaAD Or WI[ lACNYE MoaeFxe. (sEE OLTNL POR lECaWOtDED AM:NiNa PUT[ ASSIAfILT} Follow ma[ ME MEN MAIN t-590 NO off WR.TI-6EODOH HOME$ 9MMNE Au. INC PLASM COVEMO AND ALL aRPPINO aRAC[b PROP TN[ OM sac or THE Frx 6[CACK o(L'wpy MAY am AT DDs WM[ TO mimc ALL TNT FlASDO ODmm AND aman PNOM THE OTHER=I" 02 D6 mm). Wab � COIF o► T/4 N 1 1/I" N AAm PLAIT! TOOLMM law MIN. PLATE MAN Y 1A, �UA��gNp� ,�N, 'w�nK ��YE p atIMOAT® OYRTOW 0AN I IHE a1 MID HUM 0► TH[�Etl ; Am P� CN [R TN[ i�DAR R TO aP Tm a�EOrm P MM NI rMum; I PIT � PNEd. "Mr. TOW MR to= NIoHPR WITH INDPwUC LICW tr AMMOR& IM MT is MT4 WITH 4m PIACL 1 p if TOH.MIRD f0'07WaIM SM IN TII�AAND 114111INDACNB FAVS QM TOW WNE ASBLIrW LIIOEIt aOTN.-RA 1 OI'AYs pp� M AACHS THE �or 9r ilia SUQITLTT HIGNE l m« {,, JACK suPPoaT INALTANull NUMY TO PROM MU AND ON u MIN s[TE AL jagS �ss y �. pIT� Q 3 Ei . POOMIS Aolt07s LTLW PAN FILM OR al ONT PLO LO TO LCyMp, THIN a[OWON, IT E RUMQWJ [D To Us[ THE WATER LIVEL QDM=Tm METN00 TO IMMIL 6 ALL MR 9OPPOAT6 ART AT THE SAME RMINT RPON[ LOHEMNO THE aEOHDN TO RCS TI ML =PPWM POOMIL (SIX THE /OLLAWUID PAGE FOR THE PII04FDU9C ON MW A WATER fEYEL) WIN I.IOIM • AACNINO PLAIT 6 ..APPROVED BY Revised Oat 24,2000 N P0Xn0M' q 3 JACKM FID[AAs INNUFACIU IDHOn OF HOW fSIWT191CODHAN6 TAL:t�YSTAHttaADs MMI" raw OARW000 IM,ATI/To/n Nam I1T. • Y/ST/Oo cm 1-4.6 I Fa- N gg e� 3;c Y�2 m lag lig low all 3=_• liaza IN 11411 dial %S 1: — e1 4 4 d i . l[ G 11 5"G MAM Ut W W A x Dt SLICU o AIR =ONw3YT0�MM. W CM CQMPLCfi Ron THC YOGON9 SSwm No slog TTHC ORM UGMWi. tRWAMA i. TNSORAY/ SMIGNI TO THE FIRST YSWO WENCHES (GOYS -MENDS). IMUSSS ON SM 10AML DO NW PDLL YK FQW 3907 M a" FM SUPPORT FM A WIM TiR U? aT06ETTICL. WT WRN NO FASTRRRS GLSTMM, CHECK THE AWWWW OF TNi WO WAYD, 1N MR W" � E An OI TNC CENINO PANEA. THEY ARS ONE GOOD INDICATWN OF ROOP POSNIWL im SPYGSS mmD mm STRAIOIR FAOW ONE S ., TO TW UMM WHEN INS O OMM ARE COARCCTEY POSITIONE0, L POCHION IRS SSCOND SECTION TO 900 fli FLOOR SGW M1NSR.•JIEPINO. THE ROOF SIRWTEY A►ANT AND DM AND VIAUS ATONED AT THE FD. DM AT RACC PINS, MY UMXQ INS R(SEC WAIN REAP. FASM YHC ROOK TORHRR WITH LAO %am RN THE •. CLOSE TTR OM THE WEWRO W RAISNO THE 0UI®RR HUM REAW 0SR00 TTIIER MDRAUUG OHC PL40M OSNRW TNfi WIC OI ►AONT�AXW AND TRC TIMP APPAWIpLATE.Y KW WAY SETWaN THE FRONT AAA AND CNR TOW RAR. ADMIGNAE .µGp wr SC ATANO THE TRDE WALL TO AID W CIAM0 DP THE MIND OAP. S. COYPLSTC THE M MG WNGCS THE WISES UMM SFML FASTEN THE ROOFS TOGETHER PER THE DUUZ ON FAGS 60S . RMWOIRAIFIOR NATSW�� S IM S CH roTMaYiffim"Ill"FIF TRY ARE O RYSN OK PYSONTO RALSS IN LOW EDL AS. M P'DY Go POST OR WCYpH OR SiC 1 R im AD AT TOR TOP. RMi THE OATL OF UK JACK T)E RAM MWM UNE TO WSOGODTS THE WADS W NTGI SC TR- JACK AOADRT TR CESS" ONLY TN ARCS TO FIE uTET ROMI TECH WOICMIQ SM DEYAL OW. W MNY END Wµ{'S ARC OUT OT AUONWGR VWNO THC POSUMM M AND LCVIUM0, R" THS FQUAWW TWOCLDLRILY, A, It MX M MM U_ MM%MMV TMIH_ WIIN_BCANf_.LNINEY 0ROI.RW. CAREW}LY RM_I C QUT87OT SEA L w TF6 HONE A COMPRISED Or NO/$ THAN TNO SEODONB. Rum TNC PROBTDORE OIMERIED ON IMS PAGI )Q6 WM RA 41M OAK= PAn 11/SO/St ��� 00 b[dtt.wide Sa ttans Interior Close-up Remove all shippbrgblOOD4 , strapping orbtadus from 40aocas, whtdotaa, and dM%, ImmH all laamkanapackApdorattaabodfor ddppin& RwAswartymp hmootdpsgesStood tothe ilsp bx die back of the mn=L haw salsas aadirte aDadal feasnrns that are ant idcladod in ON marmaL All imerlor with psaelhng adttad at the maem4ctueiag DCMW and shipped 1=0 to fwAftte iatosior ciep up shall be installed ae follows: Use a W bad of FVA adbmdvc on sit handog membeae•aad itaem wall pools wllha mininmm I inch lmgamplas ormnls at C an orate Awe all p=L•e dgas and at Ir at center an fold fiwmb* members. For tape and results home, imaimr wa➢ panaltng shall be foataaed to wall figming mambas wltk drywall saaws oensel&. Additional molding has boon provided to finish The alone up a callings, maba Una wage, host aid wali and In some eases molding w=4 pnsagaway doom bbidings sad trim wk squiring gwdat attention has been detailed by the mamdaete®- faeft anti is provided is We mwwL 'All molfilp. ad trim work should be i st" vrih fiao gage win staples ar pia nslls. Ate®damshoald be made to any mitasd comers and seam work to MM's tightfit. • Mug-twH Drywall I%bb Option (Mottkog oral Homes 0*) Wthls home somas with too gybed drj*9 option, to installer mass finish the dcywolt and . aomplaee dw vast of rho latesior attar the bums Is fnslaW. at sire. Foltew a4 bwkuc*nf datamadatpaEe 13.0. UotiolshO Gypsum Board Homes skipped with mwonished gypsum board wells asdler cagiap"be finished an sits' The fatait finishes shall have *6 maximtua flame spread ratings measaed to accoNance with. ASIMStt4r910 pable2 ft Alta Res' 7 wails:, Omeal zoo Adjaecsd to caokingrsap so Adjacad tooronclo faga flmsesor 21 bodtl vWa Sac oos $stertor Clesanp The esmaier ddittg as tie Twat and rant and walls =4agwed mating Hoe wills my haw ben *sipped loose by tits nsat8aetadag haft whb the hams The insulation and vtpor retadw have bon f uWod at the m+not ctusks•ftWft. Extedw Who shall be hammed is acmW=e with the miumbeooee bnmllstim fnsbaations. APPRi�ilEO BY s Revised Out 10,20i APPROVED BY m MUM INC. 17 BottemboardRepair FasteuM to the underside of the floor of the home is a special covering designed to protect against rodents and moisture as well as to isolate the floor cavity firm outside air. This covering was inspected before the home left the manufacturing facility. It is important that any areas damaged or tam during transportation or installation be resealed. Entry of outside air into the homes floor cavity is one of the most frequent causes of water piping freeze-up. The bottom covering of the home should be closely inspected to determine that there has not been any loosening of its attachment or tears. Openings around the perimeter of the floor covering, around pipes or pipe hangers, splits or tears should be sealed with tape. Check also to ensure that plumbing p-traps are well insulated and covered. It is important that this inspection is made and any necessary repairs completed whether skirting is to be installed around the perimeter of the home or not. For bottom covering repair use vinyl tape especially designed to repair tears or holes. Pull tom edges together then cover, as necessary, with tape or apply a patch of the same material taped all four sides. Strap Tensioning if your home is re -leveled at some date after the initial tensioning of the anchoring straps, the straps should be re -tensioned as specified in the anchor manufacturers installation instructions. Straps must be inspected periodically to assure that proper tension is provided in each strap. If straps are found to be loose, then re -tensioning of the straps should be performed. Re -Leveling Due to varying soil conditions, which may exist on your homesite, some initial settling may occur. It is recommended that your home be re -leveled after 90 days of initial set up and checked periodically. Alternate Anchoring Systems The method shown in this chapter is only one system for anchoring the home against wind loads. Other systems are acceptable provided that they are designed by a registered professional engineer, installed per the approved anchor manufacturer's installation instructions, and accepted by the local jurisdiction, manufacturer and DAPIA. Severe Climatic Conditions Be sure anchor augers are installed below the frost lime in freezing climates. During periods of frost heave, be prepared to adjust tension on the straps to take up slack. Flood -Prone Areas It is not recommended siting the manufactured homes in flood -prone areas. Foundation considerations are discussed in chapter 3 and the FEMA document: "Manufactured Home Installation in Flood Hazard Areas Unconventional anchoring, tie -downs, and pier designs are sometimes needed to design and construct the special elevated foundations for flood -prone areas. Consult a registered professional or structural engineer. I-4.10 Severe Wind Zones It is not recommended installing manufactured homes in an area known to experience severe winds or in any zone that requires greater wind -resisting capabilities than those for which it was designed (see data plate). Exposure `D' Locations If your home is to be installed within 1,500 feet of the coast line, it is considered to be an exposure 'D' home and was designed under specific guidelines for these locations. Specific setup instructions will be included with this manual as supplement for exposure 'D' homes. All details in this manual concerning tiedowns for all homes and interconnections for multi - section homes are for exposure 'C' unless noted otherwise. Gutters and Downspouts The home is suitable for the installation for gutters and down spouts. Gutters and downspouts that are attached to the manufactured home must be installed by a qualified person to prevent any water damage to home. APPROVED BY REVISED NA2/14/2017 INC. F'�nNL aeME cousnWnONAW1 SAMNSTANOM S 14.11 R 45 I bu I I If M 54 ISE F1 e N R y vice �g to a .t 4' i i if KL '(!Yt =71 OL *ry rJ H IYP' roisa aw SffM lSAUUVSDNCW=ffHLSNOO MOH MWLM:wxm 7 mmj : �N'd N J;ooz' Pas uag OIOW A9 OBAO)JddM TOMU &V MM IVEM DNClONSN'!'9SYIYD6f'p � LIY# S�u� � s 'KNI►fMM Gk=dg KMM OO! W? DL tIT 93OY1 38 Y jm mnm 9NL11�waffimm xm OL ONNIN 'IYnIDD1om mN 'L MWM ONDLBC mC illmp 1 Y�ILL S "mpmW WIND ZONE 1 TIEDOWN SPACING CHART HOME SIZE BOX WIDTH I —BEAM SPACING MAX. TIEDOWN SPACING MAX. FLOOR HEIGHT ANCHOR ANGLE 12 WIDE 140" 99 1/2" 8 ft. 41 In. 71' 12 WIDE 140" 99 1/2" 10 ft. 31 In. 6S 12 WIDE 140' 99 1/2" 12 ft. 25 In. 60' 14 WIDE 168" 99 1/2" 6 ft. 43 In. 61, 14 WADE 168" 99 1/2' 10 ft. 31 In. 52' 14 WIDE 188" 112' 8 ft. 32 In. 81' 14 WIDE 188" 112' 10 ft. 23 In. 52' 18 WADE 190' 99 1/2' f0 ft. 43 In. SY 99 1/2" 12 R. 31 In. 47 99 1/2" 8 & 51 In. 57'99 1/2' 10 ft. 35 In. 47' q6VW0D02085- 112" f0 ft. 35 In. SY 112' 12 N. 25 In. 4S 99 1/2" 8 /t 80 in. 58' 16 WIDE 99 1/2' 10 ft. 62 In. 52' li 18 WIDE 1208401 99 1/2' 12 ft. 44 In. I 42' MAX. SIDEWALL TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACING NOTES; 1. REFER TO PAGE 4.12 FOR ALL STRAPPING AND ANCHORING REQUIREMENTS. OOF SLOPE MAY NOT EXCEED 20 DEGREES. MAX. EAVE IS 1 1/2'. FOR e WODES, THE MAX CAVE IS 4". 3. MAX. SIDEWALL HEIGHT AS NOTED. 4. BOX WIDTHS STATED ABOVE REPRESENT MAXIMUM WIDTHS FOR EACH HOME SIZE WIND ZONE 1 TIEDOWN SPACING CHART HOME SIZE BOX WIDTH I —BEAM SPACING MAX. TIEDOWN SPACING MAX. FLOOR HEIGHT H ANCHOR ANGLE 12 WIDE 140' 99 1/2' 12 fl. 80 In, 80' 14 WIDE. 166' 99 1/2' 12 ft. 80 In. 48' 16 WIDE 190' 99 1/2' 12 ft. 60 tn. 4W 6 wim 190' 99 1/2' 12 fl. 78 1& 32, 18 WIDE 203.5" 99 1/2' 12 ft. 60 in. 35' "INDICATES MAX. SIDEWALL HEIGHT OF 9'-7' TO BY Revised )ec 21,2004 MAIN 1—BEAM EACH STRAP MUST BE � LOOPED AROUND THE I —BEAM AND SECURED 710MY TO EACH ANCHOR. DOUBLE HEADED ANCHDR.— HM- SHARP CORNER PROTECTION MUST BE PROVIDED BY WRAPPING A PIECE OF STRAP AROUND THE BEAM UNDER THE TIE —DOWN STRAP. WIND ZONE 1 SINGLEWIDE SIDEWALL FIEDOWN REQUIREMENT DRAW/ ". .IBM m W DALE 11/30/91 RM. 12/10/04 1-4.1 4 WIND ZONE 1 TIEDOWN SPACING CHART HOME SIZE BOX WIDTH I —BEAM SPACING MAX. TIEDOWN SPACING MAX I—BEAY TO GROUND ANCHOR AN LE MIN. AX. 12 WIDE 140' 99 1/2' W—S `24 •//550p•' 14 WIDE 164 90 1/2' '' 220p 1B BB 1/2 W—ISWIDE Min. 20'/5D' MAX. SIDEWALL HEIGHT OF 9'-0' APPROVED BY 00o zo,zooT N A�bl ��. CDN IIAINFACNRE9 coxsmurnox nxs suEtrsrnvmnxos "i No. My IT" S STATIMP :`F TYPICAL SIDE EUMATION SHOWING TIE -DOWN SPACING MAX. WIND ZONE 2 TIEDOWN SPACING CHART SIZE HOMEE140- I-BEAM SPACING MAX. nFDOWM SPACUI0 MAX I -BEAM TO GROUND ANCHOR ANGLE 12 WID 99 1/2' 5'-S` 42`14 WID 99 1/2' S'-S' 42' 41• 1S WID 99 1/2' S'-S' 42' S7° MAX. SIDEWALL NDGMT OF 9'-0' WIND ZONE 3 TIEDOWN SPACING CHART HOME SIZE BOX WIDTH 1-BEAM SPACING YAX. TIEDOWN SPACING MAX I -BEAM TO GROUND ANCHOR ANGLE 12 WIDE 140' BB 1/2' 4'-4" 4Y• M• 14 WIDE 1S4' ire 1/2' S'-S' 42' 12• 1S WIDE /SS' 99 1/2' 4'-B• 42' 1 39' MAIL SIDEWALL HEIGHT OF 9'-0' 1. REFEFITO PAGE 4.12 FOR ALL. STRAPRNQ AND ANONCIFr G RCa�, 2 BIOEWALLHEIGHT 106'. SL BOX WI3M ARE 12WM-l4G,, 14YADEr1I &AND IO MDE.IRR'. 4. MUMUMt ANG40R CAPACITY TO BE PE OR PA CHiTff®TO THE MAXINIAM CAPACITY PER BVSTALLE OF BOY. ANCAIORB MUST BE INSTALLED TO FULL OEM AND 12 6VO}1ES ABOVE THE WA7MTAME. 0. THE FESULTANT LOAD AND THE RESULTANT ANME ARE SASQ] ON THE MAmaw R.00R Ream. B. MBWMUM STRAPS TO SE .03W 1µ'TYPE 1, FINISH 8 STEM STRAP CONFOR MINGITO ASTM D386341 MUSTIREABLETIORTESFSTAWOR00NGLOADCFSIBOLBS. µ72R LES.ULTTMATI4. •. SEE MANUAL FOR PIER SPECIFICATIONS. SPACING AND FOTING SM. /.� � NO ALOEACHOMEOFTHEHOME AVE1m=ALww MU8T8EKACFDAT WA 10 BRA H =TS OOZONAL RANGLE 26RACYETS �� THE V6TITCAI. STRAPS TO SIDE WALLS WDF1 A BDtEFi OPPOSITE MAIN i-SEAM EACH STRAP MUST BE LOOPED AROUND THE I -BEAM AND SECURED TIGHTLY TO EACH ANCHOR. DOUBLE HEADED ANCHOR. — UM* SHARP CORNER PROTECTION MUST BE PROVIDED BY WRAPPING A PIECE OF STRAP AROUND THE GERM UNDER THE TIE -DOWN STRAP. WIND ZONE 1, 2 & 3 SINGLEWIDE SIDEWALL OR 9Ye ORT DAM 0/22/07 It" 1-4.14.1 WIND ZONE 2 TIEDOWN SPACING CHART HOME SIZE BOX WIDTH I -BEAM SPACING MAX. TIEDOWN SPACING MAX. FLOOR HEIGHT H I ANCHOR ANGLE 12 WIDE 140' 99 1/2' 4 ff. 30 in. 84' 14 WIDE 168" 99 1/2' B ff. 38 in. 54' 16 WIDE 190' 99 1/2" 6 ft. 52 In. 54, 6 WIDE• 190 99 1/2' —of 1. 53 In. 45• 18 WIDE 208.5' 99 1/2" 6 It. 68 In. Be -m.n..Area r , MIDEWALL HEIGHT OF 9'-7' WIND ZONE 3 TIEDOWN SPACING CHART HOME SIZE BOX WIDTH 1-BEAM SPACING MAX. TIEDDWN SPACING MAX. FLOOR HEIGHT H ANCHOR ANGLE 14 WIDE 168' 99 1/2' 5 ff. 36 In. I Sr 16 WIDE 190' 199 1/2" 1 5 ff. I 52 In. I St 18 WIDE 208.5' 99 1/2' S fl. 67 in. 54• WIND ZONE 2 TIMOWN SPACING CHART HOME SIZE BOX WIDTH I -BEAM SPACING MAX. TIEDOWN SPACING MAX. FLOOR HEIGHT N ANCHOR ANGLE 12 WIDE 140' 99 1/2' 8 ff. 64 In. 77• 14 WIDE I 168' 199 1/2" 6 ft. 65 In. SS 16 WIDE 190' 99 1 2' 6 ft. 65 In. 51• 16 WIDE 190" 99 1/2 6 ft. 65 In. 33• 18 WIDE 208.6' 99 1/2' 6 It. —W in. SO- -1muluAlE5 MAX. SIDEWALL HEIGHT OF 9'-7' WIND ZONE 3 71EDOWN SPACING CHART HOME SIZE BOX WIDTH 1-BEAM SPACING MAX, TIEDOWN SPACING MAX. FLOOR HEIGHT H ANCHOR ANGLE 12 WIDE 1W 99 1 2' 7 ff. 51 In. 75' 14 WIDE 168' 99 1/2' 5 fl. 65 In. SS• 18 WIDE 19V 99 1/2' 5 ft. 85 In. 53• 18 WIDE 208,5' 99 1/2' 51• MAX. SIDEWALL HEIGHT o 8'-7" FOR 12 WIDES. I MAX. SIDEWALL HEIGHT - 8'-7' FOR 12 WIDES. TIEDOWN SPACING REQUIREMENTS NEAFIESTI BEAM A 71EDOWN SPACING REOWRFMFNTS nLwncrrc TYPICAL SIDE ELEVATION SHDWING TIE -DOWN SPACING MAX. TIEDOWN SPACING PER CHARTS ABOVE TYPICAL SIDE ELEVATION SHOWING TIEDOWN SPACING NOTES= REFER TO PACE 4.13 FOR ALL STRAPPING AND ANCHORING REQUIREMENTS. ROOF SLOPE NOT EXCEED 20 DEGREES. MAX. o•0ov"In EAVE IS 1 1/2'. FOR 18 WIDES, THEE MAX EAVE IS 4'. 3. MAX. SIDEWALL HEIGHT IS 7'-10" UNLESS OTHERWISE NOTED. 4. BOX WIDTHS STATED A80VE REPRESENT MAXIMUM WIDTHS FOR EACH HDMES SIZE. gE a.LAy� �waa� APPROVED BY NC.,NRevised ec 21,2( rA NONE W NSMUMON AND SAFM STANDARDS STRAPS k WIND ZONES 2 & 3 SINGLEWIDE SIDEWALL nEDOWN REQUIREMENT DRAW DE ism ■Nnu(aclNAng mm 11/30/98 n�IP RE% 12/10/04 1-4.15 ASSEMBLY III NEAREST STRAP �ST 1 BEE TO WIND ZONE 1 TIEDOWN SPACING CHART HOME SIZE BOX WIDTH I -BEAM SPACING MAX. TIEDOWN SPACING MAX. Fl.00R HEIGHT H ANCHOR ANGLE +24 WIDE 136' 99 1/2' 6 ft. 29 In. 6T +24 WIDE 13V 99 1/Y 4 ft. 45 In. 75' 24/36 WIDE 142' 99 1/Y 8 H. 25 In. 61' 24/35 WIDE 142' 99 1/2' 6 ff. 36 In. SEP 24 WIDE 14r 112" 4 H. 32 In. 76' 28/42 WIDE 166' 99 1/2' f0 ff. 28 In. 59' 28/42 WIDE 156" 1 99 1/2' 8 ff. 40 in. S9' 028 WIDE 166' 99 1/2' 8 H. 34 In. 54' 028 WIDE 186' 99 1/2" 6 H. 50 in. Br 28 WIDE 166' 112' 6 ff. 30 in. 59' 28 WIDE 196' 112' 6 H. 43 In. 6r 32/45 WIDE 180' 99 1/2' 10 ff. 39 In. 50' 32/45 WIDE 180 99 Ile 8 ff. 55 In. 69' 32 WIDE 180' 112' 10 H. 32 In- 32 32 WIDE 180' 112' 8 H. 44 In. 59' 32 WIDE 1S0' 99.5" 8 ff. 47 In. Sc • - INDICATES MAX. SIDEWALL HEIGHT OF IW-1" + - INDICATES MAX. SIDEWALL HEIGHT OF 9'-1' s USE ASSEMBLY III CEAD�I ANCHORS WIND ZONE 1 TIEDOWN SPACING CHART HOME SIZE BOX WIDTH I -BEAM SPACING MAX. TIEDOWN SPACING MAX. FLOOR HEIGH7 H ANCHOR ANGLE +24 WIDE 136" 99 1/27 12 H. 80 In. 38' •24WADE 142' 99 1/2" 12 H. 80 In. 47 "442 WIDE 1B8' 99 1/2" 12 ff. BO In. 43' -28 WIDE 166" 99 1/2- 12 ft. 67 In. 30' 632/45 WADE 180" 99 1/2- 12 H. 80 In. 43' "32 WOE 13D' 99 Ile 12 ft. 72 In. 30' • - INDICATES MAXIMUM SIDEWAU. HEIGHT OF 7'-10' FOR 24 WIDES AND 8'-6' FOR 23 AND 32 WIDES. INDICATES MAX. SIDEWALL HEIGHT OF + - INDICATES MAX. SIDEWALL HEIGHT OF W-1". APPROVED BY REfvl0a;ed 00iMON 1Ra`x',2005 II Yd FEDERAL YANUFACIU9ED NOSY CONSIRIICIION AMD SAFETY STANDARDS ornvnvianwuinomovsa-rvrirnea. . A IICUVWIV 3F'HUIrvCi MCL.tVIHtMtN 1.7"-tlUll't I-tlGAMb t3 TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACING NOTES: 1. REFER TO PAGE 4.12 FOR ALL STRAPPING AND ANCHORING REQUIREMENTS. I. ROOF SLOPE MAY NOT EXCEED 20 DEGREES. VAX. EAVE IS 12'. 3. MAX. SIDEWALL HEIGHT IS 8'-7' FOR 20, 24 AND 36 WIDES. MAX. Si HEIGHT IS 9'-i" FOR 28/42 AND 32/45 WIDES. UNLESS OTHERWISE PDX WIDTHS STATED ABOVE REPRESENT MAX WIDTHS FOR EACH HONE STRAPS R WIND ZONE 1 MULTIWIDE SIDEWALL TIEDOWN REQUIREMENT cum or JBM DATD 11/30/98 1nm 2/25/05 am- tF 7 STRAP CONNECTED TO NEAREST 1-BEAM ONLY. �, am msmm An IOF tm awim am WIND ZONE 1 TIEDOWN SPACING CHARY HOME STYE BOX WIDTH 1-01 SPACING YAX. 71EDOWN SPACIRO MAX. FLOOR HEIGHT (N) ANCHOR ANGLE MIN 24 WME 140' S9 1/2' 6'-4' 24' 20'/5O' 2a WME 160'I 99 1/2- a'-2' 36' 20'/30' 32 MOE 17a• 90 1/2' r-9. 46• 20'/30' DIOEWAIL HEIGHT OF 9'-0- APPROVED BY 20p!lNul 2007 MAIIDFaE mH51Wi[lIIIMADD SAGElYS011DAlms STATE d W F11 TANG ZONE 2 TIEDOWN SPACING CHART HOME STYE BOX WIDTH 1-BEAU $MIND MAX -Dom SPACING I MAX. FLOOR HEIGHT (H) ANCHOR ANGLE ,U IN 14V BB 1 42' 37' 2a m 100' 09 1/2• S'-10' 42' 67' 32 WIDE 17W 99 1/2' 61-0' Q. 33' I.IOEWALL HEIGHT OF 9"-0' WIND ZONE 3 TIEDOWN SPACING CHART HOLE SIZE BOX WIDTH hBEAM SPACING I MAX. TIEDOWN SPACING MAX FW05R HEIGHT (H) ANCHOR I ANGLE 24 WIDE 140' 99 1/2' 4'-8' 42' 40' ZO WIDE 180' 9D 1/2' 4'-B' 42' HE 4T 32 WIDE 178' 99 1/r 4'-a' 42' 1 97+ 1WtWALL XEIOHT OF 910- TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACING TIEDOWN SPACING NOTES: 1. REM To FACE 4.12 TOW ALL STRAPPING AND AIRYDRMO RH1U=jo IS. 2 ROOF RAPE MAY NOT OM 20 OEWU UMIT FOR 5/12 ROOF. MAL EAYE If. 3. 311mu MOUNT 15 V-op. 4 BOX IROTHS ARE 24 WK-III'. 26 111E-19V AND 32 WIDE-17G'. 1 STRAPS ARE REMAEO A[OM0 GCS SIDE pF HAIL A YERIIGL STRAP YUST G PlAFtO AT LYERI' OIAOLNAL (MUW ZONE 2 ! 31 FIISTp 11E YD1i{C{L STRAPS TO SIOC PALLS WITH A 60IOt Wi-10 OR AMRE BRIICKER. R MAIM AN-M CAM" To BE FA OR G COMM TO THE YAATMAM CAPACITY PY9 OWALIED ANGLE AND TYPE OF SOL AMC"= MOST 01 INSTALLED TO I= OEPOI AND 12 WHITS ABOVE WAITED TABLE, 1THHEEyRIFySLLS1TpAAN I= AND THE RMLTIIYNY ANCIE Ag�I11 IMSE1DTZOINg1HEE MAXIM CAXI gWpTTIIM NBWT. - 0 BE ABLE iOT�p in 6i4'�50 185. (ass 18g, pL1p1A`7[), 10 ASTM DS L"1. 9. SEE MANUAL FOR HER SPECIOaTTONS, VA011C AND FOOTING SGES, ! WIND ZONE 1, 2 & 3 MULTIWIDE SIDEWALL cum ft DRT DAM 6/22/07 1-4.16.1 —FLOOR ASSEMBLY HASSSSB • mu DIM 3 0 AAMB ® mm IT \� CONNECTED 10 0 Mora M M3IATAWAN=l 'I Imam WIND ZONE 1 TIEDOWN SPACING CHART HOME WE BOX WIDTH 1-BEAM SPACING MAX TIEDOWN SPACING MAIL FLOOR HEIGHT (H) ANCHOR IV,= 24 WIDE 140' N/A N/A N/A N/A 20 990E 160. M 1/2.20•/SO' 32 WIDE 1780 92 1/Y 4'-B' 16 20'/S7 SIDEWALL HEIGHT Of 9'-0' APPROVED BY `TN r., zo,2oo7 PIN N0'0�. ,(➢EPJ1l YBWFA wt CORSfR.OIORArm SAfElywYSfAflOA105 p� e No.2M7 t STATE "OF ?a� STRAP CONNECTED 70 OPPOSITE 1-BEAM ASSEMBLY AIUA msmnar NR ®uum uon WIND ZONE 2 TIEDOWN SPACING CHART HOME SIZE BOX WIDTH I -BEAM I SPACING MAX. TIEOOIYN SPACING MAX FLOOR HEIGHT (N) ANCHOR ANGLE 24 MILE 1400 N/A MIA N/A N/A 26 VIDE IW 90 1/Y 3'-6' 42' 4W 32 WIDE 17W 90 1/Y 3'-6' 427 1 37, SIDEWALL HEIGHT OF W-9- WIND ZONE 3 TIEDOWN SPACING CHART HOME SIZE BOX WIDTH 1-BEAM 1 SPACING MAX TIEDOWN SPACING MAX. fIAOR HEIGHT (H) ANCHOR ANGLE 24 VADE 140" N/A N/A N/A N/A 26 WE IW 99 1/Y I 2'-10' 4Y 4V 32 WIDE In- 99 1/2' 1 2-10 4Z- 3w SIDEWALL HEIGHT OF B'-O- T CAI_ SIDE ELEVATION SHOWING TIE -DOWN SPACING ------------ HQl13 1. RUER TO PAGE 4.12 FOR ALL SIRAPPnO AM ANWMO REOUORlD2 M 2. ROOF SLOPE MAY HOT MEED 2D DEGM EXCEPT FOR 6/12 ROOF. MAX UVE 1Y. L SMALL NBWF IS W-0'. 4. BOX WIITHS ARE 24 WOE-140', 26 VIDE-160• AND 32 HIOE-1767. a F IE SI AFS mMU SIDE O S"OtEN A VERIM SBAP AM SE a0lEP-IO W DRAM AT EYBR ODWNAL (ODO zalE x t !} 0. LWMN ANCHOR CAP99Y TO BE FA OR RA COMM 10 THE MAT7LRM CAPACITY PEN R UUM ANGLE AND TYPE OF SRL AIICH= MUST BE 14TAUED TO FULL DEPIN AIO 12 DOES ABWAE WATER TABLE TTHREDyAp6yUgEFTpAKY L1UD AND THE R''M LIA�NpTE AME ACRE SAASESD CA T1HEAPYOMpW�W�ji9WIDOR ASTM M13T " AB1E 10 B31Sf 11 iro90 LOAD 1dFTI LJP9. (spas LBS. IJOR 10 ASIY 03p3-9I. S. SEE MUOUL FOR FIFA SF£CIICN110N3, SPACMO N0 FOOTING SGEL —TIEDowN STRAPS Q ANCHORS WIND ZONE 1, 2 & 3 W 2 HINGED ROOF MULTIWIDE SIDEWALL cum Oe ml DATD 6/22/07 mt I-4.16.2 Ai q- VERT. TIES REQ'D.— STRAP IS CONNECTED TO NEAREST I -BEAM AWN E WIND ZONE 2 TIEDOWN SPACING CHART HOME SIZE BOX I WIDTH I 1-BEAM SPACING MAIL TIEDOWN SPACING MAX. FLOOR HEIGHT H ANCHOR ANGLE +24 WIDE f36' 09 1/Y 4 ft. 24 In. 63' 24 35'UK 14Y 09 1 2' 4 1t. 34 1ma 67' 24 WIDE 142' 79 1/2" 5 ft. 43 In. 61' 28/42 ODE 186' 99 1/2' S H. 39 In, S9' 425 WIDE fee 09 1 Y 4 tt. 42 In. 60• 32/45 WIDE ISO' 09 1 2' 6 It. At In.•" 51• 032 WIDE 180' 99 1 2' S ft. 41 In. 50, • - INDIGAILS WIM, MIJLWAa Hemel Vr rv-. s - INDICATES MAX. FLOOR HEIGHT OF 32' FOR 36W ffi 30 FOR 45 W. mnlrkm UAY_ CHIMAII MEInNT OF 9'-1'. WIND ZONE 3 TIEDOWN SPACING CHART HOME I SIZE BOX WIDTH 1-BEAM SPACING MAX. TIEDOWN SPACING MAX. FLOOR XEIGHT H ANCHOR ANGLE +24 WIDE ISB' 99 1/2' N/A N/A N/A 24/36 WDE f42' 99 1/2' 4 it. 27 lm. 62• 24 WIDE 142' 79 1/2' 4 ff. 46 In. 62• 26 42 WIDE 18e 99 1/Y 4 tt. 41 In. 59• $28 WDE 186' 99 1/2' 4 ff. 32 In. 32/45 WIDE 160' 09 1/Y S N• 40 In.a' h 032 WIDE 160' 99 1 Y 4 tt. 44 In. � - INDICATES MAX FLOOR HEIGHT OF 25' FOR 36W AND 32 FOR 45W. + - INDICATES MAX. SIDEWALL HEIGHT OF 9'-1'. BY 03,201 PERT. REQ'D WIND ZONE 2 TIEDOWN SPACING CHART HONE SIZE [XI% WIDTH F-BEA1L SPACING MAX. TIWOWN SPACRIC MAX. BOOR HEIGHT H ANCHOR ANGLE +24 WIDE 136' 99 1/2' B fl. 50 In. 28' 24 5 WIDE 142' 99 1/2' 6 ft. 65 In. 36• 24 WME 142' 79 1/Y 5 ft. 65 In. 41• 28/42 WIDE 166' 99 t/27 S H. 65 In. SS• �28 WIDE 166• 99 I/Y 5 H. 65 In. 35• 32/43 HTD ISO- 99 1/Y 6 ft. 65 In. 37 • - INDICATES MAX. SIDEWALL HEIGHT OF IW-1- mnIr.AYVC UAx_ 9nEWALL HEIGHT OF 9'-1' WIND ZONE 3 TIEDOWN SPACING CHART It0% WIDTH 1-BEAM SPACING MAX. TIEDOWN SPACING MAX. FLOOR HEIGHT X) ANCHOR ANGLE 136' 99 1/2' 6 f4 73 In. 36• K28/42 142' 99 1/Y 4 it. 65 In. 35• 14e 79 1/Y 4 H. 65 In. 40' 165' 99 1/2' 4 tl65 In• 35• 180' 99 1/e S H. 65 In. 37 • - INDICATES VAX SIDEWALL HEIGHT OF IW-1- + - INDICATES MAIL SIOEWALL HEIGHT OF 9'-1' TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACING NOTFS1 1. REFER TO PAGE 4.13 FOR ALL STRAPPING AND ANCHORING REQUIREMENTS. �. ROOF SLOPE MAY NOT EXCEED 20 DEGREES MAX. EAVE IS IY. MAX. SIDEWALL HEIGHT IS 7-'10' FOR 24 AND 35 WIDTS MAX- SIDEWALL HEIGHT IS W-8' FOR 28/42 AND 32/45 WIDES UNLESS OTHERWISE NOTED. 4. .BOX WIDTHS LISTED ABOVE REPRESENTS MAXIMUM WIDTHS FOR EACH HOME SIZE. STRAPS R WIND ZONES 2 & 3 MULnWIDE SIDEWALL NAM Br JBN DAM 11/30/98 H 2/25/05 DESTINY INDUSTRIES, 1-4.17 f" i STRAP S CONNECTED 9 TO NEAREST 1-BEAM STRAP IS CONNECTED TO BOTH I -BEAMS ' FLOOR ASSEMBLY ONLY FLOOR ASSEMBLY IS ' HASSS j c o = me ANCHOR ANCHO ANGLE 0 AND WIND ZONE 1 TIEDOWN SPACING CHARF WIND ZONE 1 TIEDOWN SPACING CHART HOME BOX 1-BEAM. DEYJALL ROOF MAX. TIE FUR ANCHOR HOME BOX I-BEAY DEWALL ROOF MAX. TIE MAX. FLR ANCHOR SIZE WIDTH SPACING HT. PITCH SPACING HT. H ANGLE SIZE WIDTH SPACING X HT.ill) PITCH SPACING HT. H ANGLE 24 WIDE 136' 99 t 2' 1D'-1' 6:12 4 1t. 24 In. BY 24 WIDE 136' 99 1 2' 10'-1' 6:12 8 1t. 49 in. 26• 24 WIDE 140" 99 1/2' 10'-1' 6:12 4 tt. 27 la 82' 2i VIDE 140' 98 1/2' 10'-1' 6:12 8 ff. 47 In. 24' 28 WIDE 160' 99 1/2' 10'-1' 6:12 4 ft. 41 In. 81• 28 WIDE I 99 1/2' f0'-1' 6-12 8 ft. 34 In. 16' 32 WIDE 180' 99 1/2" 10'-1' 6:12 4 ff. 58 In. ST 32 WIDE 180" 99 1/2' 10'-1' 6:12 7 ft. 67 In. ZB' TIEDOWN SPACING REQUIREMENTS- NEARESTI-BEAM IAi TIEDOWN SPACING REQUIREME1,1T5 - BOTH I -BEAMS 8 WIND ZONE 2 TIEDOWN SPACING CHART HOME BOX I -BEAM SIDEWALLROOF MAX. TIE LH FUt ANCHOR SIZE WIDTH SPACING HT. PITCH SPACING HT. ANGLE 24 WIDE 136' 99 1/2' 10'-1" 6:12 4 ft 80 In. 38' FLOOR ASSEMBLY STRAPIs TO 24 WIDE 140" 99 i/2' f0'-1" 6:12 4 ft. 60 In. 38• OPPOSITE I -BEAM 28 WIDE 160' 99 1/2' 10•-1" 8:12 4 ft. 76 Im 347 [CHASSIS VERTICAL o, 32 WIDE 180' 99 1/2' 10'-1' 1 6:121 4 ft. 1 65 In. 31• TIES. REQUIRED WIND ZONE 3 TIEDOWN SPACING CHART C HOME BOX 1-BEAM ISIDEWALL ROOF MAX. TIE MAX FUR ANCHOR SITE WIDTH SPACING I HT. X PITCH SPACING HT. H ANGLE AHG10 24 WIDE 136' 99 1/2' 10'-1' 602 4 ft. 34 Im 36' ANGLE 24 WIDE 140' 99 1/2- 10'-1" 6:12 4 ft. 33 in. 38• 20 WIDE 16V 99 1/2' 10'-1' E.12 4 8. 28 In. 35' 32 WIDE 180- 99 1/2' IW-In 6:12 4 ft. Z5 In. 34• TIEDOWN SPACING REQUIREMENTS - OPPOSITE I -BEAMS C /4want"�� APPROVED.BY ?28_.. REViBed Aug10,2005 ON RINC. 3.,yq ryGI•NEct•'o�c' 'fill It HIGH PITCH .FEDERAL MANUFACTURED HOME Non': CONSTRUCIIONAND SAFETYSTANDARDS ROOF TIEDOWN 'THIS -DETAIL APPLIES TO 24. 28 AND 32 WIDE HOMES WITH HIGH PITCH (HINGE) ROOF DESIGNS WHERE REQUIREMENTS RISE OF`THE'ROOF (FROM TOP OF SIDEWALL TO ROOF PEAK) S GREATER THAN FOUR FEET. MAX. ROOF 'PITCH IS 6/12. Mum+ en JBM DESTINY R TO PAGES 4.12 AND 4.13 FOR ALL STRAPPING AND ANCHORING REQUIREMENTS INDUSTRIES, L1C EAVE S 12" D�10 11/30/98 -STATED ABOVE REPRESENT THE MAXIMUM WIDTH FOR EACH HOME SIZE. I-4.18 RLy, 7/15/05 I FLOOR LONGITUDINAL TIEDOWNS ARE ATTACHED 1 WRAPPED AROUND THE ENDS OF CROSSM BRACKET CAN BE BOLTED TO FRAME PER WORKING LOAD.) APPROVED TIE - DOWN STRAPS WELDED BRACKETS ON THE I -BEAM (AS SHOWN) OR MAX. r FROM I -BEAM. ALTERNATE: SITE INSTALLED :TURER'S INSTRUCTIONS (MUST BE RATED FOR 3150 LBS. _-ALTERNATE TIEDOWN PLATE WELDED 1 TO 1-BEAM IN PLANT. (SEE PAGES 4.21). INSTALLER MUST PROVIDE H HIGH STRENGTH BOLTS (SAE GRADE 3). STANDARD NUTS (GRADE 2), eM=r AND APPROVED WEDOWN BRACKETS (MANUP UNLESS APPROVED A BY NUTS-TIEDOWN APPROVED ANCHOR WITHSTABILIZER PLATE OR COLLAR IANCHOR T( BE IN LANE WITH S INSTALLED. FOR 43' MAX ANGLE, W ENGINEERING ENGOIEERINC AND MINUTE -MAN) SINGLE TLNSIONINO HEADBE GREATER OR EQUAL TO W. INSTALLATION OF LONGRUDINALTXE DOWNS A �51{,1CARO N, 12 IIOME SIZE MAX. HOME SIZE MAX WALL HEIGHT MAX_VEIffICAL MAX. STRAP ANGLE N0. OF TIEDOWNS p � N �• APPROVED BY io Re71oeC p 'NoopAvgCSo,zo05 tV QUf1WLT��YiT N®•0{ 3 SECTION TOTAL NUMBER OF LOHWTUDUNAL TIEDOWNS AT EACH END OF HOME PER CHART. " HOME SIZE '•AA' nVML Zu KAA, WALL HEIGHT WAA. Vc 1p R� 14 WIDE 14'-0' 81-01 2'-6• g 16 WIDE 13'-10' 8'-0 2'-6- �'^ F 24 WIDE 23'-B• 8'-0" 3 -6- o33a 2B WIDE 27'-B 6'-0• 4•-p• n-S 32 WIDE 3O-0' 6'-0 4'-01 r3� ?NGEDEXF 23-4. z s WIDE W INGED F 26'-8• 10'-1' 61-8" 32 WIDE W INGED ROGFJED'-V IW-1" 1 7'-6' MAXIMUM FIER HEIGHTS NOT REQUIRING LONOITUDI MAXIMUM HOME MAXIMUM WALL MAXIMUM VER HOPE SIZE WIDTH HEIGHT' PROJECTIC B H Z 4S 6 4S e 4W 6 43' 7 4S 8 4W 9 IN WIND ZONE 1 LTACK PITL STAC MIN. UNIT LFUM h f—p 31 WIDE 32 9'-1' -S' A• 411 SO30'—' 37S-- �_ �® • IF ANY PIER EXCEEDS THE MAXIMUM PIER HEIGHT, INSTALL 2 LONGITUDINAL TIEDOWNS AT EACH END OF EACH SECTION OF HOME. �"� - •• FOR ALL HOMES LESS THAN 64' IN LENGTH, INSTALL 2 LONGITUDINAL TIEDOWNS AT EACH END OF EACH SECTION OF HOME WITH MAXIMUM STRAP ANGLE OF 45'. LONGITUDINAL TIE DOWN REQUIREMENTS B ]. WINDtlSZONE 1 CHART ASSUMES SINGLE STACK PIERS B" WITH A BLOCK WEIGHT OF 25 LBS. OR LONGITUDINAL TIEDOWN '-✓ DOUBLE STACK PIERS 160 WIDE WITH A BLACK WEIGHT OF 50 LBS PIERS ARE AT 12'-0" O.C. REQUIREMENTS MAXIMUM SPACING. 2. FOR DOUBLEWIDES WITH HINGED ROOFS IN WIND ZONE 1, ALWAYS INSTALL 2 LONGITUDINAL TIE IrtAWr tIC JBMOES7INY INDUSTRIFJi, LLC DOWNS AT EACH END OF EACH SECTION (4 TOTAL EACH END OF HO OA10 11/SO/BB 3. REFER TO NOTES ON PACE 4.12 FOR STRAPPING AND ANCHORING SPEC§. AEY. 7/15/05 LONGITUDINAL DCOOWHS ARE ATTACHED TO PUNT WELDED BRACKETS ON THE 1-BEAM (AS SHOWN) OR WRAPPED MOUND THE ENDS OF CROSSHONOERS. MAR. 3' FROM 1-fCAM. ALTERMATE; SITE INSTALLED BRACKET CAN BE BOLTED TO FRAME PER YANUFACTUREAS IMSTRUCRONS (MUST BE RATED FOR 3150 LBS. WOOD" LOAD) ROOK 1-BEAM %% r 1 I A L 1 I j 1% APPROVED TIE - DOWN STRAPS 1.AUERNATE tIEOM M PLATE WELDED TO I -BEAM IN PUNT. (A) (INST 11IOHNS INSTALLER PRICE 0 BmT3 (SAE GNAOE I STANDARD HIX75 (GRADE 7). AND APPROVED ANCNIOR BE IN LINE WITH STRAP MHlF55 PNgVW 'w• mcruRN ORAUIi'TS (MANUFACTURED 8T APPROVED ANCHOR WITH STABILIZER PLATE OR COLLAR IS INSTALLED. FOR AY MAX. ANGLE. 'H'. 'Y' ENGINEERING AND SINGLE TCHSIONWG X[AD MUST DE GREATEN OR EQUAL TO R'OR Sr MAX ANGLE. MUST BE GREATER THAN OR EQUAL TO IP4/3. wkvm-TIECOWN YNIUTE-MAN) INSTALLATION Oc LONGITLOINAL TIE DOWNS JA Awloveon WIND ZOPIE 1 LONGITUDINAL 1[EDOWH REOLURD91013 •^^"`1 OR MAXIMUM MAXIMUM WALL MAXIMUM MAWMUM NUMBER u.xau HOME SZC Awc. 0MC SIZE HEIGHT VERTICAL STRAP ANGLE OF STRAP B N PROJECTION (Z) A EACH END •�®r�� 12 WIDE 140, f - X4 20' TD AS' 14 WIDE 104- 9'-0 ]a 20• TO 47 2 IB MOE tB f -0' M0 20` TO 4S 2 2N 3B ODE 1/0' 9'-C' 24- 20• TO {s 40 •••••••• j.�.53.� �`;' 6 RFC •, V� 25 42 32/43 WIDE IBO In" -0 9'-0 3B' C6 20' TO ' 40 6Y xr,@T t 2f MDE w ROOF 140' f.-O 2A- — w TO tY W t �. x0897 20 K WIDE W NINGED 1 f•-0 zP TO 43' 4o/Rr 12145 AD NOE w M M DOX 174' 9 -. 2C TD AY T •( D-DOUBLE WIDE AND T-TRIPLE VRDE A A. j� fj �� woo ZON' WALL YAKYUY YAXU/1W NUMBER •K'`�SI1i� _ E�'•••...•••••(•11}_' MAXIMUM bit WKWYY HEIGHT VERTICAL STRAP =u OF STRAP . SIB 7 y+¢ NOYE 92C HOPE ® H PROJECTION (Z) • EACH EIID 12 WIDE 110 9..O t2Too TO S' { /-� ):) 14 wuf f IY' V-0 12 ZO'2? TO aAs { 1R WIDE 196" 9'-0' 42" 20' TO 47 4 24136 MADE 140 9 -0 42 2W TO AV BD T 2542 WIDE IBO' 91-0- 4V 2W TO 0' f0 1OT 32/45 WIOC 17fi" 9'-0 42' = TO tS RD iZT Z I4 SA WIDE W HINOEO ROOF 140' 9-6 42" M TO 4S W/9i 1f K WIDE% w NW RO IfO' 9-O 42' 2s TO tB In 33 45 WIDE WL HINGED BOO "u 9 -0 42 20' TO BD 127 D D-DGUBLE WIDE AND T-TRIPLE WIDE N WHO E ! U R MAAYUM MAXOUM WALL MAXIMUM VERTICAL Yfilmu NUMBER STRAP ANGLE OF STRAP AHOME SIZE HOME SIZE HEIGHT H PROJECDON (Z) A fAM END • 1Z WIDE g /40- 9 -0 K 20' TO 4SW f f 14 WIDE 134 9-0 K' 20' TO 4s IB WIDE ISf' 9•-0 42 20' TO 4s 24/SB WIDC 140' 9'-0' 42. 20' TO 45' SECT'O1V 2B/a2 NDE 160 9 -0 42 20' TO 4!'PLAN VIEW 32 4S WIDE 17B' 9'-0 42' 20` TO As -- - 4.7fi WIDE W H0IOE0 ROOF %do 9 -0 42" 7W TO 4Y B O 12i dlp-.__�� Z0 K WIDE W mN0E0 ROC Ifi0' V-0 IY ZO' TO 4S BO/I ZT - S2.t5 RnDE w NNCEG R00 170 9 -0' 42 20 TO 4S' ED 12T O-DOUBLE MOE AND T-TIPLE WIDE DEDOwNS AT EACH END OF HOME PER GNARL TOTAL NUMBER OF LOXOITUOINAL B LON :.7:NAL Tic SOWN RF_OUI!aeMENTS LONGITUDINAL TIEDOWN T THE$ APS AT EACH ENO ARE TO BE FASTENED TO THE FRAME IN AN APPROVED MANNER. ANGLES REQUIREMENTS I. ARE MEASURED FROM HORIZONTAL 2. gEFER TO NOTES ON PACE 4.12 FOR STRAPPING AND ANCHORING SPECS. aAw Bn CRT DESTINY LLC 1 RATL 0/26/2013 I I �-419.1 Ar FLOOR I-OrAll APPROVED BY REVISED 3.0)2017 NINC. %bma�aTu�xm wwwrznaiaoTrarnrnan APPROVED ANCHOR LNOLE TDISIONHO Now: IF THE NUMBER IS GREATER THAN THE NUMBER OF I -BEAM USE 1 PER BEAM. THEN ADDAN ADDITION STRAPS STARTING ATTHE OUTSIDE SECTION APPROWD ANCHOR SDIBLE TDl$ONIN6 HOME 3191 NAMUM N012 SR[ INow SOE I � MUM � I p CTDMLl231 STRAP ANOLEI RAZAGN P Now SIZE NONE Sig N Of LOIIMIXKAL TIEGDDNNS AT RLLWNO Of AID Es DROOP AND END OF ARTS ORWP POi CHART. 1.RERER TO PAGE 4.13 FOR ALL STRAPPING AND ANCHORING REQUIREMENTS. REQUIFiEME 2. ALL HBEAM SPACING 99 1? 3. SEE CHART & 2 FOR ALL HOOF LESS THAN 2a SLOPE. WIND ZONE 2 &' 4. 8EE CHART 3 & 4 FOR ALL ROOF SLOPE 4 TO 12 AND 5TO 12. DES 5. MAX. SIOEWALL HEIGHT IS 9'-O' UNLESS OTHERWISE NOTED. THIS INCLUDES & FOR o.TN a-t_aa� FLOOR AND 8' FOR TRUSS HEEL HEIGHT. I - v w .unru . mrcn nan%. Qc PAFNTA MAIDMi IM W nTI 12 FLOOR I -SEAM REAR SPRING FUUNGER f ' BOL 9/l6:3' T 9"'6i LOCK FRONT SPRIG IWMOM 9A6'Y2' BOLT Y/NJT 6 LOCK _ - i VASNER UWDE 2) WASHER APPROVED TIE p APPROVED TIE- DOVN STRAPS yv� DOW STRAPS 7• APPROVED ANCHOR V vi APPROVED ANLMQt W SMULE TENSIONING HEAD SINGLE TENSIONING HEAD INSTALLATION OF LONGITUDINAL TIE DOWNS A WIND TUDINAL I WN S APPROVED BY HIA70MIM MAXIMAI WALL MAXIMUM MAXIK04 IAIMBER HO¢ SIZE HOME SIZE FEIGIIT VERTICAL STRAP ANGLE OF STRAP 18,2016 AJINC. B H PROJECTION 7Z) A' EACH END12 WI DEw 14V W-V 24' 20' TO45• 2 L4 WIDE 164• 9'-V 38' 2V TO 45' 2 16 VIDE t86' 91-W 48' 20• TO 45• z P� 21/36 r!¢ 28/42 WIDE 310 16V sr-D. 9'-V 24' 36' 20 TO 45• 4D/6T 2V TO 45' 4D/6T 32/45 VIDE 178' 9'-V 48' 2V TO 45' 4D/6T VIDE R00< 140' 9'-0' 24' 20' TO 45• 4D/6T W HIED /42 VIA V/ HDiED 41 160' 9'-0' 36' 2ff TII 45• 4D/6T `' /45 WIDE V/ M WD 17tr 9'-0• 48• 20' TD 45• 4D/6T t10Nt0 D-DOUDLE WIDE AND T-TRIPLE WIDE WIND ZONE 2 LOWUUMNAL, TIEOOVN RMIREKENTS Rd. CST-SS.01 thm.06 pNqMLN Hamm WALL MAXIMUM MAXIMUM CST-1532, CST-ss34, CST1537, {�E SIZE SIZE HEIGHT VERTICAL STRAP A STRAP c-15.39, CST-15.40 C54L9.62, 6T-19.00 thm N�T-14.02, B H PROJECTION f2) A CST-33.00 thnl CST-33.04, and 12 WIDE 14V 9'-0' 42' 20' TO 45 CST-36.00. 14 WIDE I", 91-V 42' 20• TO 45• 16 VIDE 186' 9'-0' 42' 20• TO 43• ;6D/9T 24/36 VIDE 14W 9'-V 4Z' 20• TO 45• -TO 28/42 WIDE 16V 9•-0' 42' 20' 45' 32/4S WIDE 178' 9'-0' 42' 20' TO 45' Z VIDE V/HD1CIiE•D I� 140' 9'-7 42' 20' TO 45• 142 VIDE V., FORGED 160' 9'-0' 42' 20' 79 t5• 60/12T 45 WIDE V/ HIEED 178' 91-0' 42' TO 45• BDA27 0 R D-DOUDLE VIDE AND T-TRIPLE WME DE VINO ZONE 3 Lnw.ITUDrNEO I Hamm 1111%" WALL MAXIKLIN MAXIMUM NUMDER HOME SIZE HOME HEIGHT VERTICAL sTff STRAP DSUE PR EACH END 12 VIDE 140' 9'-V 42' 2V TO 45• 4 14 VIDE I64' -0 9'' 42 20• TO 45' 4 SEOTION 16 VIDE 186• 91-0' 42• 2U• TO 45• 4 Z4/U WIDE 140' 91-0' 42' 20• TO 45' 6D/97 ZV42 WOE IGO• 91-0' 42' 6D/12T PLAN VIEW I 32/45 VIDE 178' 9'-0' 42' 20' TO 45• BD/12T 4/36 VIDE V/FAD ROOF 14W 9'-0' - 42' 20• TO 45• 8D/12T ,142 WITS V/ HINGED 167 9'-0' 42 20 TO 45• 8DAZT 45 VIDE W/ FONfi=D RO 178' 91-0' 1 42' 20' TO 45• SD/12T D-DOALE WIDE AND T-TRIPLE WIDE TOTAL MINDER OF LO ITUDIRAL TIEDOVNS AT EACH END O' HOW PER CHART. LONGITUDINAL TIE DOWN FIEOIJREMENTS F3 LONGITUDINAL TIEDOWN Nam REQUIREMENTS AT AXLE L ANGLES ARE MEASURED FROM FGRIZONTAL 2. REFER TO MTES OH PAGE 4J2 FOR STRPPPDG AND AKUCRING SPECS. SPRING HANGERS amm R WT DESTINY LLC mm ep/ 4 1 - 4.19.3 wn Jr APPROKO TIE-DOM STRAP AND ANCHOR (SEE NOTE 53 GRADE IF SINGLE BRACKET IS USED AMC COLD M CUBIC ONLY ONE RAF, BRACKET MUSE RE ON THE SAYE HALF AS THE COL01R1. om Me . 4 011 ,B SPA1 FOR COLWN 0 , M.ITAt — IF�I L DC SPAY Fast L C COL E 3, ALL MARRIAGE WALL COLUMN LOCATIONS FEET OR OREATER REQUIRE THE INSTALL - I BRACKETS MHG TIE-OOWMS ACCORDING TO E. REFER TO PACE 4.21 FOR DETAILS ON APPROVED RKACXLTS (EACH CRACKET 15 RATED FOR 1719 LOS. WORKING LOAD). 3. THE CAPACITY Or SOTH THE TIE -GOWN STRAP AMC TH[ GROUND ANCHOR MUST ME 31SO LOS. WORKING LOAD (4725 LBS. ULTIMATE). A. P09TIONWG Or ANCHORS /ROM EACH OTHER TO BE PER ANCHOR LISTING. OOUSLC HEADED ANCHOR MAY RE USED- S. AN0 aT 40RUHCS >MCS. ..1E FOR 3TpAPnNC 6. APPLIES TO OOUME. DOUBLE WITH TAG ANG TRIPLE HOES. :OLWM APPROVED TIE-DOKW STRAP AND ANCODR (SEE NOTE 5) GRACE APPROVED BY Jaa 11i =. ,ed ,2014 INC. VlDHHL 411RfACNAFDNO! [1H131MIC1MN AM).LRTY SIAYPMD$ ALL MULTI -SECTION UNITS WINO ZONE B �wK CS UMN YAI. TABULAR SPY1 EONS E 1 11'-7' 2 EI'-3' A IY-3' EONE 3 1 W-3- E 1r_r A 3A'-D' ION' MAXIMUM SON WIDTH ;EE6 STATWQF , &; d" 1kL COLUMN TIEDOWN BRACKETS FOR MULTI - WIDE SECTION HOMES w+mil Rr CRT qv �D i0[ 2 A 3 DESTINY LLC 1 - 4.20 i" _3/4' L . 1 c+/ 1/or) 71. . 1 1�W # L7/1e- M H= .7 MRDS SD; EDGE 0/ FUM , 77Umzai FIAL WALL COLUMN M MAN I-c" ,. i' I- - ORN tMki�i OF�iEALtitETOno MOMM 6I ANGLE BRACKET TO BE OF 1 1/2' x 1 1/2+ ANGLE MMG b 1 COA OG 1100. STEM ML Am 1. AAR MAOIOCii AS to ocOi pmim{NI 1NL F1ANi OR zm 0�0ryAaE0�YlN so a& ?V i IMSHEM A TO � AN MS SM l OOHS AROAIND A i01LWALL ANGLE IRAONEE moo IIL IDOATm %w" IP OF A SND,ov �! 4. lliE A RADN6 Ct1r FOR ALL AMLCAil0E3 ®Y TEIGgNa A FJECE W SIRA► iN101 1NR� OFOZ MA = �QE LODFINO THE 7®ONN iIGNODON YNO 1nK flIMCIRT _ BY iwad 24j,2000 1 J. IM$-NAM RIAMOE as IN RANT. RME Is 11-UGS ION. THICKNESS AGJ. P R. V s 10' FME TM 13 VSD FOR oEr Tlficx CAN =0 a USED FOR uEu� tlloavxE wAsxas FOR us MOR. ON SIIRIGOfK Ran ANGLE MCKET DETALS amm m jam . OAKWOOD D" IWO mcbm �mn 3/17/00 rn ff;,�,sr-�,E log �s .g SID BLQr DETAIL APPROVED BY NNov 22,2006 ANC. FOEMN. W WFAC1MM MIME coiss WCnOMYIMsmu gi1Mums S ,�m�o�asyy� ,�► oT0 Q�L'�••5Te'N ;w f . STATE'C>7' i ��i. �A'•4T?t'.r� 11��J BP-10 ANGLE BRACKET DETAILS 0mm ft R DESTINY L F�n:1o/1o/oM 1A I-4. : W 4 I'ECIION A -A 0 o FASTEN BRACKETTO RIM PLATE o ° o WTTH S-B8 x 1 1/20 WOOD SCREWS ° ° EE TABLE BMAX �ELO" GTH OF 1032 LBS. OR USE 8-.1.31 x 1 NAILS. FOR MAX. STRENO' OF a LBS. o (SEE TABLE BELOW) o NOTE: ALTERNATE LOCATION QNSIDE RIM PLATE) AT MANAGEMENT DISCRETION FASTEN MIN. 2Wnff BLOCKS OF RIM PLATE NAIMATERIAL S A 1 117 EACH STAGGERED. (MSMIDEDTAIL B) GUAN6 O 7 8 a � 845 L88. 1774 L-88.1 eO8 LOS. 11032 L.=. .1819N 1 W WAIL I WS LBS. 1725 LE&I 847 LIBEL I R88 LBB. APPROVED BY JU1 20,2007 NRINC. D HOME CDNSIRIICTDN AMD SAFETY STANDARDS SPACING TABLE 12 WWE I BMF4.14ar44.16 14 VVW I SM1-4.14 or F4.16 18WIOE I SMP4.14ar 16 24 WIDE SE£ -4.18, .17 ar 4i.18 28WCE 5�1.4.1S,F4.17arF4.IS 9Z WB]E SMF4.1%14.70r F4.18 NOTES, 1. TEDOWN BRACKETS SMALL BE PAINTED OR GALVANIZED TO RESIST CORROSION. Z 43 LCLCNIIGFI FAS THE OR ANYA ERWE�SPA WOO 0093 ACKET WAY N EXCEED THE THE 1 SPACINACING SHOWN G. 1° fox ,f. MOWN DRACKETS MAY BE PLACED ON INSIDE OF RW PLATE N PORCH OR DECK ARM WHERE BOTTOM BOARD WILL NOT LE PENETRATED. 4. ONE HOLE PER BRACKET (4 BRACKETS MAX.) PER FLOOR MAY BE ENLARGED DOE TO PNEUMATICALLY DRIVEN RUJ& BRACKETS FOR SINGLE AND MULTI -WIDE SECTION HOMES MID 7/17/07 DESTINY LL ISM MID mommzta I-4.21.2 tc— ,r^ SECTION � TT I-BEEAM IDITENDED SECTION IS FLOOR ASSETRNLY ONLNECTED if FLOOR ASjhQ VERTICAL TES REQUIRED s NORMAL TIEDOWMREQUIREMENTS__, NORMnEDGWN REO ILEMENTs W.Z. 1 T03DOWN SPACNG FEOAIPTiB-NFJ,AESi HBEAM A WZ T TBXM" SPACM REQMN`TS - (]PP08IlE FBEAMB 9 EXTENDED SECTION �uwul STRAP B 1.M....O N" .TS.TEq -BEAM NOEANRN[[SCTTID DO 4 VERTICAL TIES =.yl,#!e;.FLOOR Q C REQUIRED g T No. 20697 #X STATE Cr r r I . �`F !NDIA�EP ��N"tt At NORMAL TIEOOWW REQUIREMENTS WIND ZONES 2 MID 8 TIEDOWN SPACING REOLAF E ME NTT - NEAREST HB AMO Ic TYPICAL SIDE ELEWAlION SHOWING TIE -DOWN SPACING tANCHORS KDOWN STRAPS k All MAX. TNAOWN SPACING PER CHARTS YAX TYPICAL SM ELEVATION SHOWING TIEDOWN SPACING O ,0' MAX. Np0 9PACNG PEI�PAOES �L 1. NUYBOt ANO �ACBD OF TIEDOWNS ON OiF3[T PER TABLE gIDAUEI-427 SNORT SECTION EMNDED SECTION Ref. Calc. Pgs. CST-38.00- 2' SPACING PI NORMAL TMIAAM RE NREKI (PAGE5�4 iB AND .1f 2' CST-38.36 E PLAN VIEW OF OFFSET UViT tl0. * 1. THIS DETAIL APPLIES TO 28 WIDE HOMES WITH ONE SECTION TO FEET LONGER THAN THE OTHER THE RISE OF THE ROOF (FROM TOP OF SIDEWALL TO ROOF PEAK) 15 NO MORE THAN FOUR FEET. APPROVED BY Z REFER TO PAGES 4.12 AND 413 FOR ALL STRAPPING AND ANCNORNG REQUIREMENTS, OeBu� p1 2004 EDOWNS FOR OFFS N AI"mooNC. (Y Max.) UNIT (10' - AM ENOX WDnN 15 1B1r (28 WIDE) WITH BB I/r 1-BEAM SPACING. MAX D m DESTINY LLC AE 1s ,r. AX 9DEWALL Iff1G11T IS B'-0'. r am 0/12/OS 1 - 4.22 EXTENDED SECTION TEDOWNS AT OFFSET PER CHART. STRAP IS CONNECTED TO NEAREST 1-BEAR ONLY -� 4 WIND ZONE 1 TIEDOWN AT OFFSET SPACING CHART HOME SME BOX WIDTH h6EAM SPACND YA%. TIEDOWN SPACING YAX. BOOR HEIGHT H ARC11DR ANGLE WIDE 166" 99 1 2' 3'-9' 40 Di. S0' 229 WIG 165- 112' 4'-S- 33 4L SP •32 WIDE ISO' 89 1/2' 3'-S' 43 1& Mr 32 WIDE ISO 112' 4'-0' 40 In GO' r T r r SPACING PER MC 71EDOW I REQUIREMENTS (PAGES 4.16 AND 4.17) NUMBER AND SPACING OF TIEDOWNS ON OFFSET PER DETAILS ABOVE. 2' FROM TABLE A(= CLMRT,mavo EXTENDED SECTION FLOOR ASSEMBLY TEDOWNS AT OFFSET PER CHART. 3 TO 1-BEAN WIND ZONE 2 TIEDOWN AT OFFSET SPACING CHART HONE SIZE I BOX I WIDTHI I -BEAM SPACING MAY TIEDOWN SPACING MAX. FLOOR HEIGHT ANCHOR ANGLE Ze WIDE 166' 99 1 2' 4'-2' 46 M. 4T 32 109 1 2' 4'-0' 46 In 49' WIND ZONE 3 TUAOVM AT OFFSET SPACING CHART HOME SIZE BOX WIDTH I -BEAM SPACING MAX. TIEDOWN SPACING MAX. FLOOR IENiM m I ANCHOR ANGLE 26 WIDE 188' 99 11r 1 3'-6' 46 In. St' 32 WADE I 160' 199 1/2' 1 3'-4' 1 46 in 1 31' t t t t SPACING PER( NR v µ 4ILEQ IREMENTS UMBER AND SPACING OF TIEDOWNS — ON OFFSET PER DETAILS ABOVE. SHORT r TR SPACING ARIL WL FROM TABLE (SEE-CNANlTABOVE) W ����W �Eq .SPACING PE'I 16D�ARD JU11EMENTS WDZONES263PLANVIEW�O)FOFFSETUNR F `�pI1WN04141� APPROVED BY ?r G* M. O ''�'y, na.iaea pisiEq'•r0 0" DeC 01,2005 pW = N INC. = 4 i No. 2007 A', STATE OF ;: PO- OFFSET UNIT oUMH an DRT DESTINY LI mm 0/29/03 AM 1- 4.22.1 Prepared by P. OTocle for. Deslfrrypopna4 ELC. June 00' ne 8, 2 ZONE I - TIE DOWN REQUIREMENTS FOR MANUFACTURED HOAfES - 9 fL 8ME(WAji c 6. 20oe Typ[cal Each Side for Double Wldes ResultantAngle SEE CHART BELOW FOR SPACING OF FRAME TIE DOWN STRAPS MINIMUM ON CENTER TIE DOWN REQUIREMENTS Floor Width & Side Wall 1-Beam I -Beam Max. Number Height Spacing Height Spacing End 6112 Roof Pitch: " with tag units: use the same 6e down spacing and use 4 straps per Notes: Mating WON Tie Down where applicable APPROVED BY N05NC. ,2008 FmeaaUrararrAMSAF moue cansmrrcnoxaro sarflr srHraaaos 4�i fto.20897 1) Straps are required along each side of the home. 2) Sea detail above for definition of the design parameter (H). 3) Minimum straps to be .035 x 11144 Type 1, Finish B Steel Strop Conforming to ASTM D3953-91. Must be able to resist a working load of 3150 Lhs. (4725 Lbs. Ultimate). 4) Minimum anchor capacity to be PE or RA ca fled to the maximum capacity per Installed angle and type of sob. Anchors must be Installed to full depth and 12 Inches above the water table. 5) Max box widths: 12 ft. -140";14 fL -164` 16 R -186", 24 R -140`, 28 it 160 ; 32 R -178". 6) Fasten double wide together with 26 ga. galvantmd straps with 8 - 15 ga. x 1"staples each end. Fasten 8 it on canter along floors 8oist to Joist) and at roof (Was to tnss). 7) The resultant load and the resultant angle are based on the merdmum floor height 8) The straps at each and are to be fastened to the frame in an appnrved manner. Angles are measured from horizontal. 9) See Manual for pier specifications, spacings, and looting sizes. 1-4.23 Prepared by P. OToole for. Des ft Homes, I.I.C. RR� June 8, 2007 ZONE 2 - TIE DOWN REQUIREMEAITS FOR MANUFACTURED HOMES. 9 ft SIDE��WAva 8, 2008) Not SEE CHART BELOW FOR SPACING OF FRAME TIE DOWN STRAPS MINIMUM ON CENTER TIE DOWN REQUIREMENTS Floor Width & Side Wall 1-Beam I -Beam Max. Resultant Resultant Number Height Spacing Height Spacing Load Angle End 6112 Roof P1tch: 3' 4 j No, 20897 �i STATF.W -- With tag units: use the same tie Gown sparing anc use o straps per enu or mg tqu aeg. ma c vB x it. unit) Note": 1) Straps are required along each aide of the home. A vertical strap must be placed at every diagonal. Fasten the vertical straps to side walls with an ESxar HP-10 brackets. 2) See detail above for definition of the design parameter (H). 3) Minimum straps to be .035 x 1 iW Type 1, FWsh B Steel Strap Contrning to ASTM D3953-91. Must be able to resist a working load of 3150 Lbs. (4725 Lbs. Ulti nate). 4) Minimum anchor capacity to be PE or RA certified to the maximum capacity per Installed angle and type of soti. Anchors must be Installed to full depth and 12 Inches above the water table. Stabliizer plates must must be installed on all anchors. 5) Max. box widths:12 fL -140' 14 ft-184^,16 ft. -186". 24 R. -140` 28 R 150' 32 R -178", 8) Fasten double wide together with 28 ga. galvanized straps with 8. 15 ga, x 10staples each end. Fasten 4 ft on center along Floors Qoist to Joist) and at roof (tmss to Was). 7) The resultant load and the resultant angle are based on the ma)dmum floor height 8) The straps at each end are to be fastened to the frams In an approved manner. Angles are measured from horizontal. 9) See Manual for pier specifications, spacings, and footing sizes. APPROVED By LN 05,2008 INI C. FEUM NAXWW 0Hare MRSM1Cn MgpEMWANDUM 1-4.23.1 Prepared by P. O'Toole for. Destiny Homes, L.C. ��ppJune 8, 2007 ZONE 3 - TIE DOWN REQUIREMENTS FOR MANUFACTURED HOMES - 8 It SIDE��RR�e�WAI S e, ) Not 4� ftlow ,-2,s t3TATCIDP SEE CHART BELOW FOR SPACING OF FRAME TIE DOWN STRAPS Floor Width & Side Wall Height 6M2 Roof Pitch: MINIMUM ON CENTER TIE DOWN REQUIREMENTS I -Beam 1-Beam Max. Resultant Resultant Number Spacing Height Spacing Load Angle End •• 28 (L wide with tag units: use the same tie down spacing and use 6 straps per ena or mg tar W oeg•r. ••• 32 fL wide with tag units: use the same tie down spacing and use 8 straps per end of tag (at 40 deg.). APPROVED BY Notes: ON 1) Straps are required along each side of the home. A vertical strap must be placed at every diagonal. Mar 05,200i Fasten the verges] straps to side walls with an Elixer BP., 9lxadcets. INC. 2) See detail above for definition of the design parameter (H). 3) Minimum straps to be .035 x 1 1W Type 1, Finish B Steel Strap Conforming to ASTM 03953-91. FEDEMrcnoe AArTWIEED HOME rorwos Must be able to resist a working bad of 3150 Lbs. (4725 Lbs. Ultimate). 4) of so I Anchors must be installed to fuurri anchor �apaclty to be PE or ll depth and 2 ioertified to n above Ohre water acitY Per Installed plate$nd must must be installed on all anchors. 5) Max. box widths:12 R -140' 14 f .-164•;18 tL -186•, 24 ft. .140°; 28 R 16r.. 32 fL -178. 6) Fasten double wide together with 26 ga. galvanized straps with 8 - 15 ga. x 1- staples each end. Fasten 4 R on center along floors (joist to joist) and at roof (truss to truss). 7) The resultant load and the resultant angle are based on the maximum floor height. 8) The straps at each and are to be fastened to the frame in an approved manner. Angles are measured from horizontal. 9) See Manual for pler specifications, spacings, and fooling sizes. 1-4.23.2 RIM oa PM wAu TYP. YERRCAL TMDOWN PER WSTALLAROH llml xf ' Ano LAWAGC UNE' POSTS. VAX. YAX. YAX. NINI4NN ,E L ALUM PN WALL ArPPR .0slufflLay Qd Vab =12Boi INC, MPS IN�Oo LW tad 1. TYPICAL HAW PRAM6 PIERS AS WWRED C CHAPTER 3 OF 719S MANUAL YERRCAL TIEWWN ANCHOR IDA V AALN POACH PO 2. POM MAY RE W OW RAFT. was W, OR F" WIDTH. *PORCH OP@ONO(3) W r.sirYq MAY BE AT ANT IACII7ION.: MAW en 2" E E�/� E� ohm 11/30/03 HBOSD- ° w T"ER � CRommo AW°EAY Flea TWIN: -BY kwL a°Iaanr1L THAT G WALL s1°�wL I"ENTS � °dui � ;; ¢.26 FOLLOW 7HE cffEWOR WALL OT THE RAIN SE a". 61 9roH I C/Aft vm tk< 616, — M? uV WVW SNMOaSUV a31d '3NoN d0 = AO ,6 Haft m 0l all mod /A m 3N 'L I do NN3t ftmm Y Nam =am VD, womm won ANY NO! B1N3k3N M NUN am HUM OW NOUYONOOd Nod 61 SOW MM '1 0N0 Mod Y Nft TM OIS i l ox0 Y t71 C 013 N3ddn NYdt M MOCIM M 10 MUW ON Nft MOD 03663alN 'LlM/©N1 m kDUY0 mw 3N1 NI end mm 31U a 14maw M Y31M Itl>lOd 3iLL lY 6831d OmNo3x MM ON MON NW-1 NRM-3LL V 636a036 im NOY3 91oH 'Ot0 60U NOLLYONOfi' MOd 336 { Sal �10OI im Al MR URIT ANCHORS RM • NO %surAL TK 0 i. 1. R--mm cur OHM To ISIVANT LAD SCREWS 0 4. Oa. tux IRRD TO IOOVD'7"' OMOUT Pm OR AOWT UP TO 4. N01:-J"0t BY Oat 24,2000 � W., 9 110 IN 1. 4iRa�I ha S.2 AM TTNC AL POOR MOI400MM AM FAR S.S FOR TYPICAL POO M ALL SIRZ ANCROM AM RUM (QUIP. MUST R: RAM FOR A 3100Ib. WORKUw LOAD (470b. TZ LOAD). .'UNCOVERED �$ ���� WTR TO PAM 4.12 10 4.1THT01 TOM R10USIRaNTS AIAt10 V.AN VOT'AM MR GPM ON STMRINO/ ANCIOROIO ROUOYINR ww+*e am UNDOKRPA PORW MG q�ty NOT R 1NC.OSID RY A SId11Rt0 WALL TN.4T PRIYIRT3 WATYR PROM um 12/1/SO Ham 1 AWA7 PIOII TNL NWC, NIY B2R0INQ WALL SNALL FOLLOW 7NE ODLOOR WALL 0: TFIf MAIN. ki .1/2 /00 Ga 4s. ROOF SECTION IMF FLOOR DECION ,I LENGTH Of ROOF AT CEILING LINE. mom SATT MAY BE USTHIN,. Of FOAM CASKET (UH.) LAG SCREW AT FOAM OMKET4/////i/I�/i/sUi/. R INSTALLED FUli LIE COMPLY 32VA13[2fMOF HUD CODES. WITH "1&34TRIPL:E WIDE 15.21.6 DOUBLE WIDE FLOOR YJTERCONNECTION P fWA*K 07001% RE R.. TO'NI MIZE INSULATION FOAM -SEALANT , NEGEssARY ���A TO `YIIUYIZE AIR INFILTRATION AT ALL OAFS. GEREO FROM HOME OR: SPACING ERE THE I :(FROM OF LAG , AND fOR,TRGE, TRIPtE'MAOES (36W @ 42W* SPACING OF 0.0 WAY. FOR VMO TOHCE 22 AND 3 2oNE 1. AND 20' FLR. INTERCONNECTION & MARRIAGE LINE SEALANT WAVM 81 ORT DESTINY LLC wm G/10/201 s I 1-44.28 IDE GALV. METAL i1RAPVF4.L SNINGLC RIDGE CAP FOR PANCL WI DIMS GREATER TWWI 16• BUT LESS THAN 24'. LENGM W UNfT: ROOFING full THE USE OF PANEL CLIPS 2 EQUALLY SPACED PER TRUSS DAY) 09 FASTED EACH dIOE OF LUMBER $LOCKING WIK 2K4) AT UNSUPPORTED EDGES TS CENIC($INE V/ 7JI6' c-.py[{p•p RECOMMENDED. THE CODE SUPPORT MUST DC PLACED AT THE JOINT 16 GA. 'STAPLES OR SHINGLE FADS BETWEEN THE KUMV WIDTH PANG. AND ADJACENT FULL WIDTH ROOFING NABS R 2. OL ONTO OPPO$IT PANEL. THE SUPPORT MAY R GRITTED A7 THE EDGE ADJACENT THROUGH ROOF DECKING SIDES AT STRAP SPLICES. TO A RICGC OR VALLCV.VHEN THE OPPOSITE OVERLAP EDGE IS THUS SUPPORTER ENDS HIM. A•: - - FOR PANEL WIDTHS GREATER THAN 12 INCHES BUT LESS 7RIMCC THAN 16 INCHES. OLT LUMBER BLOCKING APPLIED 610 N 4-1/2•-:V D SCREWS AS DESCRIBED AWVC MY SE USER (TOE SCREVED) INTO ROOF EGGSRAILSON RIDGE DCAMS HT. ROW FOR PANEL WIDTHS OF I2 INCHES OO LESS, LU NCR PER NOTES BELOW. CRAIL ON BLOCKING GUST It APPLIED TO WTM NARROW WIDTH PANEL RF(15NREHFNT^ BEAK EDGES AS DCSCRIWD AQOVE. REGARDLESS W LOCATION WRD Z C'1 MIDI-01 O'ROW) -_ USC-CONTIADIS METAL: STRAP. M WOOD SCREWS Q 14• O.G NOT 'REQUIRED 70USC,DOTK VINO ZONE (HINGED 900') - ' USE CONTINUOUS METAL STRAP AND WOOD SCREWS Q I8. OC• 24• of SPAM - WIND ZONES I ► IW OC. SPACING - WIND NNE III . WIND ZONE 2 9. D, aON-MIFF) - USE CONTINUOUS METAL STRAP AND WOOD SCREW Q 02' Or .vIND'ZONE "2`t O NI1GCD)- USE 'CONTINUOUS NETAL'STRW AND WOOD SCREWS Q IA' O.0 ANALIERMATE CONTINIM RIDGE VENT STRAPPIN REOUIRCNENT I+PLACC Or3V^ A 6"MIR WIDC GAL% ME1LL STRAP• FULL LEHIGH (DUNIT. TI Y ES'HOE BUKOERS-SUPPLT PARTS FOR THIS PROCEDURE-) WIND •ZONC 2 t 3 MLL RGWS) - 4yp USE I'lie" N 86 OA STRAPS SPACED AT AS' Of- AD.FASTEH ��OA TACH SMU7ATGLESTAPTES TO TOP STRUSSACROSS INC MINLINE TIC SCRM FASTENED AS A KAi'"Wtt. 'ROOF RIDGE 'INTERCONNECTION DETAIL A -IJA• MI ZO0• MAX SHW PANEL CLIPS LAYOUT 19 ALTCANATE IS to FINISH O)t THE CEILING BOARD WITHOUT USING MAX. GAP -:BETWEEN EDGE RAILS OR RI➢OC-SCAMS-IS I-1/Y• THE 2.6 CLOSE-W BEAM MPTIOM FCR MARRIAGE-VALL 'TALLER THAN 100' WITH 24' DL ,.: STUDS, HAK:GAP SETVEEN ROGF EDGE RAILS OR RIDGE 'BEAMS IS --1/4'.'GAPS 'MUST BE SHIMMED AT'EACH CONNECTION WITH ' -DIMENSIONAL LUMBER. PLYWOOD OR Oil FASTCFER LENGTH MUST 'BE. INCREASED IF NECESSARY SWTHAI 1-112' OF PENETRATION INTO MAIN MENDER IS,KA1NTAINER FOR, vIND-'ZOMC 1 HOLES TYIT USE FLASHING ONLY. INSTALL A 6' -SHIN 2 48' G.C. ALONG THE ROOF LINO• Sl0 N (-12' WOOD': SCREW$ - 896 S�wim STUDS - IHRGUGW2c6'S INTO EACH RIDGE SCAN aT 2C Ot TGAPS ATROOFLINE D VALMAREA :COMPLETION METHOD (OPTIONAL) Ic STOP ROW SHEATHING S, `..1• - FLTER A FOR PROPCA A.IOMCM - PRONAI. T(70UOR RIDGE SKIRT OrRIOGC ;BEAM FOR VENTILATION 4 '" VENT HOLES AT ENDS W CACH SECTION " CAP.SHINGLES L WHEN USING STANDARD FLAT D-tAS SHOICLES. CAULKING 1S NOT REQUIRED O(OER THE FLANGE W NAIL R CACHTRUSS '-WITH 2' WLVAN ZE '-ROWING NAILS: LOWPROFILEiHC WENT. - RIDGE VENT. a. PRIOR TO APPLYING VENT TO DIMENSIONAL OR L S ES O CONSTRUCTION, LEAVE BELT NET AND FOLD UNDER VENT -OR- CAAX9 LOW AREAS OF SHINGLE AND FLANGE OF VENT.N A. BEFORE FASTENING VENT. HAKE SURC FILTER IS SCORED"BETVCEN-SHINGLES AND VENT. D. WHEN INSTALLING VENT IN COLD VEAIHER, LEAVE GAP TO ALLOW FOR WARN WEATHER CXI/V CONSTRUCTION DETAIL FOR RIDGE 'VENT INSTALLATION E I w�AAJ .1. 1/4' NINE LAG SCREWS CAN BE SVBSTITUTCO FOR 210 LL��AI 'SNOOD SCREWS Or THE SAKE LCNGIK PRE -DRILL �..•L•'F,U;• 0r OLA HOLES IF NECESSARY 10:PREVENT CSCESSIVC 0 ST6.� �C% ROOF INTERCONNECTION SPLITTING IN, IRC.CGE RAILS - AQ;. R••:� a':� RIDGE BEAM CLOSE-U 2. LAG SCREWS OR WOOD SCREWS NAY BE ADDED AS �' @ NEEDED TO NfNLMIZE 4: N0.20897 MULTI -SECTION HOME GAPS. 1 USC EXTRA 'INSULATION 'OR FOAM SEALANT TO §$*� IMu,AR ORT ESTINY LL HINIMIZE AIR INFILTRATION AT ALL WPS. 4 i STATLB C�f :•A�+ ��1•/A.DIAv0t wto e/02/07 L FOR O r CLOSET-UPICAM ATTACH GYP PER •,;.��. a'w I-4.29 DET�� BOAL ON �OAIA•" APPROVED BY to ON Revised !Far 26,2009 INC. FRMIOLL ANAFACIU,M1O MOVE W ASINIDIOR AIm LFEIY SIMPAfC13 VENTED RIDGE BEAM INSTALLATION Trim Wood Screw (Ridge) Vet d R'd T ' Fasten trim with #9X2' Hex Head with rubber seal spaced 18" apart along the length of the trim, through the rib. APPROVED BY ,EONSov 28,2012 PiNC. OM CONSIwtC110N WM RANMn Roof Decking — Per dapia package. Stop decking short 1" from ridge beam for ventilation. iM n e I ge rim Place the Ridge Trim over the Outside Closure. Vent Closure 1, Apply the self stick Versa Vent to the underside along the outside - edge of the Ridge Cap Trim. Installed on site. Truss top chord CW Metal Panel mar Install the panel and overhang the's�'`�Itl3` panel a minimum of 1" beyond the eave edge. m For MP. Notes: 1. Make sure all plastic, felt paper or any other material is removed from the 1" net free spaced located at the ridge before ridge vent is installed. 2. VersaVent provides 17sq.1n. per linear foot. 3. NFVA—NET FREE VENT AREA 4. 507 OF VENTING ACCOMPLISHED AT THE SAVE. SEE PAGE RC-16.8.1 wove AM EM 1NW rae IDESW WOUSn ES lm unN. M 1-4.20.1 PLASTIC WEATHERPROOFING INSTALLED IN PLANT. PLASTN: WI ' A CONTINUED OVER RIDGE AND OVER FASTENED i0 OTHER TOP RAIL. INSTALLED IN PLANT. ..n. o, r . (i SECTION PLASTIC IN T.., FlNG NsiALLED o le ♦ APPRDVEO By NnJaa L6.3016 POINC. ! �• •• SIDEWALL SECTION Eti CENTER SECTION ^l i N'11� MATING LINE WEATHER PROTECC'nObN DETAIL A FCOUMSESI YIN. 4rtAL� YAS• INSTAl1ED FAS TOP RAILS TOGETHER UNFOLD ROOF URGERLAVMENT TO COVER SITE OISTALAEO w/ I10 a 1/2• WOOD DENTING. 2 • W.2MY SCREWS;(TOE SCREWED)'0 24" 3. C UNDER 3. CEMENT D.C..(W/SHEATXIND) ALL WIND NDSEA S 12 EOGEs e• AND SEAMS I zoNEs. YIN. e• EACH SIDE OF SEAM. PANELS MUST BE CONTINUOUS OVER MIN. (2) SPANS. LOW FACE ON SITE INSTALLED DECKING. OINENSION' PERPENDICULAR. TO SUPPORTS '.PANELS MUST BE MN. 7/I6• FASTEN SHINGLES w/ $" [7POSURE. LOCATE SHINGLE FASTENERS S 3/e" DSR RATED 2a/te IOK CMDI NAILS a' MOVE THE Butt EDGE AND I" FROM EACH END. REFER TO SHINGLE INIMUMED"W/ E O.C. TIEID::.O-LOGE-NAILING (a) YINWUY'INiO•GCN EMOTED, PANEL FIELD &-CDG MANUFACTURER'S INSTALLATION FASTENING INSTRUCTIOMS- .CUPS'ARX WV REQUIRED; FOR 'PAN= 14"OVGREATER.. 6 INTEP.CONNECTION'& CLOSE UP DETAIL FOR ON-STFE DE4'NING OPTION .. 26 GA. K 8- WIDE GALV. METAL CD `'ES OF STRAP FULL -LEMON OF UNIT. FASTEN (11 Vol wx SINE EACH SIDE WWATNG UHE' W/ 7/16• N T8 9TMRU,A O Nuts F DECKNG O 2 OC iNRU ROOF DECKING OVER :6. .LAP -STRAP END SPLICES YIN. a• FOR ALL WHO ZONES 4 ALT. 'METAL, STRAP: FASTEN f UNFOLD ROOF UNOERLATMENT OVER MATING LINE. CEMENT LOP RARS.JOGETNER-W/ 010 + UNDERIATMENT END SEAMS YIN. a P 2"`-�POODSCPEIvS (TOE IN w.Z. 2 CEMENT SCREWED) 0 a" O.C. FOR ALL EACHWYIN.. 6• EACH E WIND- ZONES Of SEAM./ FASTEN SHINGLES W/ S" EXPOSURE- LOCATE SHINGLE FASTENERS 3 5/8" ABOVE THE BUTT EDGE AND 1" FROM EACH ENO. REFER TO SHINGLE MANUFACTURER'S INSTALLATION FOR FASTENING INSTRUCTIONS. 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VM UK t L P.AMte TTMH FLOrn imm TUETKSt W/ w ■ 4 M- LAIa SCREWS E 24' at: K4X Cam t E V 6 IV= twag mw M6 i{f�TOVk4 VALL La=-WlnaMAwwm'mwnMAAMTWPLATG FlAOR00tb QRON C r P SCREWS TAa Flows NiBQRON 19 e�paifF,gFQ<4 vAIL STAYBCA?tip ............ tliM W\ WALLCOdE3GnM E r S WUMMS W iNE`MARRfAGE WALL SUE-SREE: MAW UAT NUETHERMUME M N UIM Nff n= e AFPL= TO E6' AND LODE StKWA" Wm 6AM ROW VIM4- AD IN70MNNECMON 'r"ma M ownNY LLO a0 t/u/ae �, ! - 4.31 SHURRIS METAL J SHNGLES RIlSIE110 RATED TRUSS BACKER �R ROOF f0a{• WOOD SCREWS DECKOIO SEM M �w 0/C - ZONE 1 VERTICAL for %C - IDNE 2 rOC-ZOHE3 1 VKY.FINSH'OETALFOR TAG EAVEAT9'HALF.SMEWALL A SOFFRMETALW6iTAGROOFF1.ASHWATDOMM B •A' HALF OF HOME •D• HALF OF HOME TAG UWr. iE"RAOlor TAG ONIT 2e 0/C WX 1 IL HEKT RISTALL'SHEATHING ON ,TAW WALLS%WHERE' R WAS OMITTED FOR WALL TO'WALLTNIN -COHNECS:- 9. [NSTALL f%TERIOR'9101ND'PER.. MANUFACTURER'S HISIRUCTIONS. Mar 05,2008 INC- FEDERAL 'R' HAU OF HOK `i ft. 2MY 9 ; STAMM FASCIA STEP I rAG UWr MISCELLANEOUS TAG DETAILS utm n Gffr DESTINY U mm2/13/ZWS In 1 1- 4.31.1 m THESE PIECESARESENT IN THE LOAD PACKAGE TO FINISH END OF HOME - NOTES: THESE PIECES ALREADY HAVE THE ANGLE CUT ON ONE END. HOOD METAL INFaRM►TION: INSTALL SCREWS HERE. METAL SCREWS I. WHEN INSTALLING THE ONE PIECE PETAL FOR HOOD METAL HERE FOR HOOD COMBO, THE ANGLES THAT ARE PRE—CUT HOOD .NEED TO OVERLAP AT THE PEAK TO MAKE 3' 3' APppBY A NEAT JOINT FORAPPEARANCE • e a° vi•¢6PURPOSES. THIS METAL ALSO NEEDS TO oz,2m OVERLAP THE METAL INSTALLED BY THE OR C. PLANT AT THE BOTTOM FOR WATERSHED. """""' 2. CUT TWO 3 FOOT PIECES OF HOOD METAL AND FASTEN TO FASCIA AND END WALL WITH THREE HEX HEAD /8 x 1S' WHITE SCREWS AT EACH JOINT. THIS PIECE INSTALLED BY PUNT 3. RECHECK ALL VINYL AND HOOD METAL ON END WALLS FOR DISCREPANCIES 4. ALL NAILS ARE CORROSION RESISTANT. SHINGLES AT GABLE END CUT TO FIT IN THE FIELD (CAULK AND PAINT PER NOTES: CEMTRIM PANEL FASCIA STALUTION INSTRUCTIONS FROM JAPES NAME) 1. NAILING: MAXIMUM Of 16' D.C. STAGGER CEYTRIY PANEL �OR FASCIA INSTALL 0.092x1 NAZIS CEYTWY PANEL f'OR FN AND SPACE NAILS ACROSS WIDTH OF HERE FOR HOOD 1r O.0 STAGGER IN FIELD INSTALL 0.0G2x1 NAILS BOARD. HERE FOR HOOD 2. ALL CEMTRIM FASCIA APPLICATIONS MUST it O.0 STAGC£R IN FIELD SE BLOCKED BY A MINIMUM OF 1X LUMBER. METAL'ORi EDGE INSi 3. CEWTRIM FASCIA APPLICATIONS WAY W/3/B'x1 x16GA STAPLES EXTEND BEYOND THE WIDTH OF THE O IV O.C. OR 1'x1 1f4' LUMBER UP TO 3 INCHES. X I6CA STAPLES O 16 CAULK -USE WATERPROOF ACRYLIC OR AT PUNT 1 4. PRE —FINISHED CEWTRIM: NO FURTHER THIS PIECE INSTALLED BT PLANT PAINTING IS REQUIRED PRIMED PLUS CEMTIDY: A MINIMUM OF ' ONE COAT OF 1O0% ACRYLIC. ACRYLIC BLENDS, OR LATEX PAINT. 3. ALL NAILS TO BE CORROSION RESISTANT., CEMTRIM PANELS: AT GABLE END .... _ ...'.. r MIN. UNDOWAYMEIT MMU31 1/2' FAxcROOF SHEATHING DRIP -EDGE TO of INSTALLED AT PLANT SITE INSTALLEDNE FASTER TMMCH EACH ROW OF SHINGLES AT THE DRIP EDGE 11/2' - FROM GABLE E EDGE RAIL DRIP�EWE. TO BE DATALLED.:AT..PLANT (1) PIECE DRIP EDGE . UNDERNEATH SHINGLES FFIT COMBO " AALT. (4) PIECE DRIP SOFFIT COMBO t - SWING ALL FASTENERS,YADCIF-ARE INSTALLED IN PLANT MUST BE AT LEAST r FROM-GABLE"RID AS SXDMN-(ONLY WHERE. DRIP_ EDGE IS NOT TRUSS :.INSTALLED " .__ - SHINGLES AT GABLE END 16 SHINGLES FASTENERS THROUGH DRIP EDGE E11°'JGPLLS OR;NA64 MOTES: PER STAPUS- ' 1. THE SHIPPING PIECES THAT ORE INSTALLED R K (D)'STAPLES,OR' a a - ►_ 510161E Y2 2 A: TEP•. AT THE AT THE FRONT OF THE HOUSE TO PROTECT SHINGLES GIBING TRANSPOTATION. ALL NAIL HOLES MUST BE • PATCHED WITH ASPHALT CEMENT UNDERNEATH THE 2. FOR FASTENING SHINGLES. USE 12 GA. GALVANIZED - ROOFING NAILS. 1' CROWN x 16 GEL STAPLES MAY BE USED ONLY WHEN THE MANUFACTURER WARRANTS THEIR USE FASTENER LENGTH MUST PENETRATE AND • " MEND AT LEAST 1/8' THRU THE DECK. 3. IF A PUNCTURE OCCURS ON THE COVERED PART OF A SHINGLE, THE PUNCTURE MAY BE PATCHED WITH THE ROOFING CEMENT UNDERNEATH THE SHINGLE 4. ALL ASPHALT CEMENT SHALL CONFORM TO ASTW D4388 OR ASTW D2822. FASCIA/DRIP EGDE & or. STAM SMWINft SHINGLEVAN INSTALLATIO(` SPOT c0071r StAR1ED ATTACIGD UNDER-CENRp Or WITH S O= OR D' M70E SO ROLL RDDEf110 OR lYPxa1L dUWI W. DRT CC" TM ((p:C[R xNLS S PER ' FOR, TAB SHNOtE r TD r STAIW01 Roma; tr wmq DESTINY LLC up Im mm pw Op Ey:y 9LMGLE DATG9/08/2018 REYERSFD RE - 1-4.32 Cemi' ® Manufactured ltr' ' I'm Housing (Hut) code only) INSTAUATION FEOLWMENTS FOR PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS — EFFECTIVE APML 2010 IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE WILDING CODES AND THE MANLFACRJREAB WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL IJJLAY, AFFECT SYSTEM PERFORMANCE, NOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANPC Sae flat and keep dry and OUTDOORS OIDOORS cMed prior t0 Ylstaftadatl. 1. Paskbn euOing stelon sa P Usa one of the lotla" metfa lc 1. Out only using shears (manual. electric or Pneumatic)-. his aihtg him wet or Sdhnated truly resukhshrWtageatbuttpints. that VA d via NOW 60 w4bamhsmandothas b.Datter: I. Dustredudtrggdrcularsawegilpped with aFlafde8radee sawhlade and 2 Podfion atang staaon inweb-vem fated arcs a Carry Productedge. Protect In waking area. - M1EVM use a powers my indoors p'•dBaa end COrrIBfS horn br8akagB. andtc me C. Good: L O medal' dollar saw Will a HanLeRWde am blade(" use for be - f$M use a circular saw blade UW does not carry Ile HaidieEllade saw bladetrademark The manufacturer is not responsible to moderate cutting} -AM dry veep —Ilse wet suppassat or HEPAVacuum for damage caused YnpaFarlfUteFamaananpm�faOHlappvadns➢iaasarheuwdFaxtuAvxeletereaamppmcamsmhdhaeDumdRe by Improper EortQaaete adatp,gdur" . Ada4olWropaasehdom limIsivaiahleatewwjiunadardammtohelpyoudderdrediemada[Nulling storage am aoN,be naruraehlarecanmtalb madisil YairkbmWtataib.Cmmrnsurarlatsul+ouR Man lauds vyadDrolami*wth the stave pred;oa, handling of the product aVyaysleng'�b'-I�adatg yaushaddahgAavm$aquseWida4talhy�istor iTherren/a�9aafafuMv-udmretion. menndswlemreasma so0613105 GENERAL REQUIREMENTS • M CemTrim product applications require final attachment into wood. Naiftng through other CemPlank siding products is acceptable. • Do not install CemTdm such that it may remain in contact with standing water. Fastening Requirements • Use .0.092' minimum corrosion rent nails that are of sufficient length to Penetrate the wood at least • Space nails a'maidmum 16" OC. (fig.1) • Stagger and space nails across the width of the board. • Nag spacing tolerance for all wind zones (+) Ya' 1(-) infinity. APPROM BY Trimming Comers (fig. 2) aevd.02,sed DeA 2015 man installing cowls orouw verDw trim, past an INC. 1/ boards on Me'Wdand agach(Ng.2). smrax •xa��oao� mxmamroxwo sumsruokms Trim Over Siding (fig. 3) When Installed ovarlop sfft fasten the trim by ruffing "Jgh do him and rardedayingsiding, nail on the otvlap or fth porrds into hadag and/ orshemng. Rgure 3 doMNan rn-0ehmn b 1-4.32.1 plywood ar water -resistive OSS sheaudng barrier Leave a minimum 119' gap between bre siding and trim, then caulk. Fascia (fig. 4) FcrfastiaappJptlas, a JhWrg1sneW/rcd over fop of ire fascia & 5) Rgure 5 roof fraalng /drip edge lashi g fascia r sub fascia Zmaximum Y overhang .mr -P�m lcsl` ecryscsnastsaWhich iskl w bbeStab dCaaahlatwaumOWN adbcensJaedbyMadNIMbbeaarse dmnon rmrn saps a.MMI'ad mmcea&mlhkg eceas}m ammo of msthalle SIM datmr efssmae a disabling and pdma3ly tamp lung dseaseped dkosi, and hasbeen bloc with 00W& es, sane sbdin sMesl WWWW aeG:xn� tlesa rci¢ Drokg bsaGson a t¢ndhg. (O r� b attdxr a�edA arryt vadtauaa � ue rLa cemcl down ra a0hy a vdum not reaLk use a %twiibdes saw tbae arddoledring ®aWaraawaaedreero a rkJilvacwm: (� elan edam t tle imne?deaea (gvxar ep�vlyilted, Nt191•.lpratd datr�r v resptrda (e.g N-gb} b aaadmm vM w48c�le gdernmed a@latbrueMmmii/xNraYahuctivatofvlMr briYr�Lahk r8me�rsrsrs gang drar.rp.u5e IFpAvawmmaweldevsgrrmNrab-rrnpdrya�r. Fv 6dlra uivmatna relerbm iataeafion hVrudims end Meta Sake paNSTeet a 3bWdj.Ienxjms&=aby cAV1-80A9fME0-&01952-r44. MMTOADIBiETOOLFWMtRMWDS. AND PSfAILUgN WSIW1CnOfS ArAY 1fA070 gRIn1lSOFaaranr •N�mvro nc�ru • GaUlk (primed product onlh: . Lise acrylic or latax based caulkmeefing Coulk-0aint or prime all field Cut edges. LIM • Plasticimetal joint the luirdwiare. • CemTft boards rr use of any jointse Spacing is determined by tne design of C920.&ide ISIS, Wes 25 or hiijher Cr a Latex Joint Seafmicomplylng with ASIM C834. CauNngroealant must be applied in accordance with red to touch at butt joints wbout the the caWW*sealant manufactilrer's written instructions; or ASTM C1 193 rdware. 'Q . UIREMENTS PAINTING DO NOT use stain an Gemboard products. Cemboard pm&M m ust be ant, g0vankeltor stainless steel. pa!nW within 180 days for. primed product and 90 days for unprimed. but may,'obbiRpnimatni corrosion. 100% acrylic topcoats are recommended. Do not paint when wet For ii,use f quality, hot4pped galvarilied application miss refer to paint manufacturers spKilications. Back -rolling ionsible fort teconrbsim resistance is recommended ff the siding is sprayed. I Snug. Mush IMM Caulk 8 'S add nail, c6not ureter Dowr Flgur6A Figure 8 drive hairs 9TAm SLaW of %Id3 IiStM FLOM Dade JAM"eMAIrlie APPROVED BY ad "0! MMIKIV2. , 2015 ON' Malik �— covsTvxnwmSKEtt3TAMW= in: the BOCA Na Xd GUIlding CD(101999, JWW SWUM CW8, and fte 2003 9 LosNgeles RMaIrch ReW No. 24862, rMw Product E*WM EC-23, City of New of ft pmduct for spedk apislcabm. 02010JHTL Al rVMICWMd TR Sit and Odw,* ndwvfta wgMuW haden d ilgL MOW 1-4.32.2 ' ®Manufactured Ce so, f at HouslB9g (HUD Code only) Panel- Togo srdia. FM choice. PISTALLATION REO(IIREMENTS FOR PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS:- EFFECTNE APRIL 2010' ae�mw an. om.n.w c IMPORTAM FAILURE TO INSTALLAND KNISH THIS PRODUCT IN ACCORDANCE WITH APPUCABLE BUILDING CODES AND DIE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEADTO PERSONAL INJUR'f,AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANT/. STORAGE & HANDLING CUMNG INSTRUCTIONS Store gat and keep`dry and ournoom — INDOORS covered'pdorio Nstaistion 1. POS DJn 2 Use ore of me fotiovI g mebods: only vsN gem (manual, electric urpneumat c). cutthg sradar so.�` 1: Clda Installing soffit wet or saturated may. that Who wAl Mow dust away ,,aeeaer. Loust reu0�Idd�npdreularsawequlppetl 2;Pusi�n outing statimmwea-venMareo area -result IT shrinkage at buttJoints. from user and others In Whin a Flarmel?ladas saw hladc end . . Carry panels on edge.,.PmteGt waking area- HERA vacuum minaclbn" , - WM use a poxer saw indoors edges and COMM from breakage_ to. Goad: is Oust reducing cmadar sawwkh a -NEIEI use a circular saw blade that does not carry to HalftBiede sari blade (only use for Im fiandielhade saw blade tradema k The manufacturer tsnot refor �lonsibie'` to moderatecuning).�' `-t&VBidrysvaep-tkewets oploe�n or HEPA Vacuum damage - Important Note: Far mmdmum' - atmq praoce; tofums'redum must aoposuas 9 NxSHapp on d as<e am scanbe sedinwju vim above Protection Qmuestrespi{abla dust - ArMiiael s<pmwapamationfs bra atw6w h'l bnpmpet OnishaldewmtD bell yDudeLym ft nwappropiatecut- Storage and Preducbon). The manufacturer arp POWfayourlab mcgimneris. rcmcem site ed eaboutm¢osnelemisoryou do notoon0vvththe above. rewmmendsam4s,WAVeeaer'- p2divas lou shodd aWaLsmmrQaqualred'ndln'hel irypatstammadNe manuFacbaerfar fuMainWmmtion. hmtdgng,of the pr!uct, level cults g malhods wAera teasihle. SDO�f05 GENERAL REQUIREMENTS • for soffit panels greater than i 6" in width, add lumberblock(ng at all panel edges: Figure 1 • Do riot install Cemsoftit such that it may remain -in contact with stamfing.water. Fastening Requirements' a •` Use 0.0920,minimum Corrosion resistant nails that are of Sufficient length to penetrate ` the wood atleast3/4 Space nails a maximum of 80:nn panel edges and and on intermediate framing members spaced up to,16"'on center. • Nail spacing tolerance for all wind zones (+) PZ"I (j it (miry. Joint Treatment ve Errs foods ieW •- Caulk: Use acrylic or latexbased cauik meeting ASTM'C!BXor C-92o standards.. cave Caulk should intfipte per formance that is permanently elastic or flexible. Follow caulk taste shim (vAwd1 cemsoxn' manufacturer's requirements for applicationtuse.0ig.2a) verdediolmel •. -Plastic/Metal joint connector: Sparing is determined by the design of the hardware. (fig. 2b) • „ Cemsoffit is allowed to touch at butt Joints without the use of joint sealants or hardwaresiding devices. (fig.2c) Plasbc/metal venhlation'stnpconnectors instag per connector manufacturer's iiutructions: ` Figure 2a Figure 2b Figure 2c freIT member framing framing member' membr' H jointer moderate confect leave appropriate ge'p and caulk APPROVED BY NRevised Dea 02,2015 Mlequiredwhen solfitis16'wide:orgreater INC. FfaHUr Wp16ACmaEai� - - - -. mnsrmrrnon am sacftwsraxmwos. iA aO'Z WARNea PJCM eRWHNG SLICADUST-conbmuP"telsouteilm�u gamy ne�;whctl slum 10 UmSbm 0ICA=9Wau9? 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AND IWALLA aN wsrHlcnna KW L&w TO SEAI]US Pe190NAL nURTVCR DEATH SDO50005 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or sWriless steel. Bectro-galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, lot -dipped galvanized nails. The manufacturer Is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners ate recommended when installing Cemboarda products near the ocean, large bodes of water, or in very humid climates. PNEUMATIC FASTENING Cemtloard products can be hand tailed or fastened with a pneumatic bid. Pneumatic fastening is highly moommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). • Consult applicable code canpliancif report for correctfasteners type and placement to achieve specified design wind loads. • NOTE: Published wind loafs may not be applicable to all areas where Local Bugdiog Codes have spmAfic jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners p • Fastener heads a • Do not aver -drive • If nag is counters • For wood framifif with a)ammer(F • ❑n nnYuoxathnfi lg and framing. st siding (no air space). (fig. A) nails at an angle. and add a nail. (fig. 0) should be hit flush to the plank hove and replace nal'9. les, or dipped head nails. SnugOu 11-fN kr& k, FigureA Figure8 do not under drivenaas oo 11or RAPai CUT EDGE TREATMENT Caulk, paint or prime agfield cut edges. CAULKING For best remits, we an Elastomeric Joint Sealant complying with ASTM C920 Grade,NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM WX Cauildng&z1ant must be applied in accordance with the caulMng/sealant manufacturer's written instructions orASTM C1193. APPROVED BY ON Doc 03,2015 RING. FEDERAL WUF CT1 F 0HOME CW ST1111 11011 mm WEIY SrAMOARDS PAINTING DO NOT use stain on Cemboard products. Cemtmard products must be painted within 180 days for primed product and 90 days for unprimed 100%acrylic topcoats are recommended. Do not paint when wet For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. RECOGNITION: In accordancewiph IMES.Legacy Report NERAO5, Ce m**4D lap ddm is MMnlMd as a Md tha altemale to thatspedeed in: the BOCA Natural Braking Coderim, the 1997 Standard Building Code, me 1997 uraf ion Boding Code. me 1998 Womble! One -and Teo -Family DWIN Cade, the 20M nio n hondt Buidtrhg Code, and the 20M International Resldedtial Code for One -and Twodamily Dwellings. CemplankO lap siding Is also ntmgnirad for application in the foWng: City of Los Angeles Research Report No.24662, state of Florida Isinq FLte89, Dade County. Rorda NOA No.02-0729.02, O.S. Dept of HID MaWI& Release 1283E Tee Depar6nentof Insurance Product Evaluation EC-23, city of New York MEA 228-93-M, and California OSA PA-019. These documents should also be eonsuldd foraddNonal information concerning Me suta N of the produet for specific eppliratoim. Zat,A/�Jaf1"IeSHaIY:�@ CEMIMI02010 JNRarivhb reseiwdrM,sal,aa®rahtachlaMsar 2red uamM3ftd.HfL • 1-4.32.4 fi+e, _ I 9tOZ/LL/LtM O NOLLtlOCnUBNMSV=l 03ddY1b3A0 .1 ... _ to/Z/Zl FAVC �l'1 ANIlS3� sw " wvw� NOLLV-I-WJ SNI IJNIOIS "I.INIA -lH.LNOZIEIOH Sa"WMIS AMM MM mou3nlusx00 aaunowmM imam •3Na 9 o o LIO1/1NQ3$ NnMI38 NYdSM `1V Ri'tl1�11D3: M •9:.: Swas -Jwmoujow w t 3NOz: oxii A9 GBAOWdV NI ro 11 0.20nu,0101 MOdt'Ona NOY3 .01NI SMIS'. ,YD-AI'x .91A ltf �Sl1 al NoLLvonddv hiBRE 00 � pxryp q�Mpd 3M M O i KO%WdiooxI06 *1.20LMINIM"�M3Nao3 dm IANIA .91 • 03Nn03S 3s Nr0 ROLLTIs MOoa a MWOMIM(S 'VIN 1V 37U NO SI QM/L/01 011VO M311T T333WM INlON31 • S333W OIM NNOS 14 SSS31 MO Z IANIA (S(8'SI07S OIMSWN mu NO o#mmNxN1V3MS.`tl01dT31%3 30Vd ONTWN 3NI NI a31dYMl 35 AYR d1MM M LHVI1 7VJ311 /A Ml TE 3 Moa M aQ3 30mum .13tUMYHO-r V 4300MOOV OIOMOTW 3NL (L TIVM-.tlOItl31)3.1VOIdAl TWA sm 1 0 9-000-U YIN SIVU3N ISU ON1015 UNIA (0 '131Md 3FM 3N1 NO do 3NJ1 ONINIV3Ns ION 00 A3Nl 1VILL OS MUMS NO S"= tMD (V730M ONMI6 1AN14 'OOMddV n nom zwN 'eta= W 3oMV7N7 (/e 03 S3Mn70Md S1o1100Md 9VII UM 7W Mod s sum su3wm* IV YIQ nw TIMM 'SNaLL3nM1SIa 3MMMSW IOU W" I Mad SI VALLV*Mddr amts 12 (1 INVISI M M31VM 'ltY 30vd Ol am VI>SYI lYI311 d0 3mm (1) M0i (t 'd1Nn 3YA d0 " 3Nl Ol sl 13NVd dywo oNV im 3NL d0 1NOMd 3NI 01 M 13NW dVT3A0 1VNl OS tL3MUNI OW .1 dVTM3AO Ol MMVd NI SLUM (Z .91 • S3W.LS D%l x J/1 1 x .91/L HIM 0393MA 338V Np1Y�1lM9 13NNYN0-r 13W 'dIUS 331M10S 1OM1 77Mi TOM 090 f NO WNL M 'NM .Y/s V mMW 0in0Ns NIONM •INYT65 03AW1ddV MM 30 TMMB (IN IR M 3AIS01W O) MY= 10 3dV1 'llLL(M gftt x .91/L so in oral an"O .0/2 V (I saw >t IMN � l TM MM NOdRU W"JSJJO 0101 01 TIVIN MQ NO anus 1131MVIS d0 dO1 ROM! M 1NDIYMI6 V YIVN3 T pa r or d AM3�A3)SIt gf1AMO am "I Tl -. moNo 'YO .9 A1AA3) 53WAS .r/s t st so NO sOYN... N0/!WO Of �Nu3 NMM OHMM 01 WHIMS N0RMLX3 N314Yd T o[W ONMMa M0 WM0o1M M iM aNV 33nSV3RR 't .0/1 ilNV7d Is am"" 9000 10 M00Nhn h. .Sf v' �■ Ills , IF I g,+ OVED BY :.k SED ti 14/2017 �aas _ FY. r n n •i So r,r 11 JWuS30 A y0 Cam•. M L3 O r ad '& .."'�°" maim, .io 9.wAs ^JN) 8=140 i oe 3S�Q )(09 * - 4 u c soOL'TO �0� ul*% Lem vm ! > 03 a; Aa b918�� .ay I� Le a3notiddr, !M•Yk sm 'W NO 03T1YQL 3pu 3M0 N IIOFIp4 - .. - GON11 MNW3 031ON71S1100 30 Ol'sl N.OL93L3,t13NN00 '1 •�.• O TTVMCMlVNOUDSN WrPAaNOILMS a. - :.w1moN61svw VVIM dW 3AVTI dM.l::3AY3T'. IMKAVltmfl Owrdsm 9 k Z TWIA OO N ONO*= 9 k L - M, 3 301M .9 ism LY 3sm= 1N3A,io OItSY1�.ITMIW 9Ngis dUS LMMM 3tMAO .H M0"O 0310M tl3M ONo1sYT! 7 S3NNH5-:3tl3W 8 MOtl03A3 &MNLW dVWA nH 1L NOl1O3s N OUBW3 L M= dVWA"Ai 1A NYTd K"NO IVI sw3�reaN3Lsrd-. 27" 30Yd Wd N3167L .Z/1 L1 AI .91 .91 TriNAN3 In •u3 Ca i�M1 � ,~ro . Lt sdra►s .L/1 1 ■ 'kiOL Tf9C3M ALM y0.9{'OILL9 � o TWA 3LY1{ ooNl k 91 fn ao 9+r 0/0 .[ x .9 9i (L7 TNTI • k 1 ' .9dY16Sp.Z/{ 1 k e ON9LLY3Ms lOOH' 4G�ONDUNU W. Sslowd; Xr4MdW TO �l ®531dMti �ODI = .L/1—Z ■ .9l/L /M SiNNYIq .f. wi sksomm 0lNd •0'0 9/ 0Mn .a/1 Z N .91/L %M ONms TWA GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant galvanized, or stairdess steel. Electro-galvanbed are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of giality, bot-dipped galvanized nails. The manufacturer is rot responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended ended when hstaking Cemboard• products near the ocean, large bodes of inter, or in very humid climates. PNEUMATIC FASTENING Cemboard products can be hand nailed or fastened with a pragmatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener Is driven snug with the surface of the sling. A flush mount attachment on the pneumatic tool Is recommeded. This will help control the depth the nail Is driven. If setting the nail depth proves difiuwi4 choose a setting that under dives the nail. (D ive.under driven nags snug with a smooth faced hammer - Does not apply for installation to steel framing). • Consult applicable r:ode compliance report for correct fasteners type and placement to achieve specified design wind loads. • NOTE: Published wind loads maynot be applicable to al areas where Local Builofing Codes have specific jurisdiction. Consult the manufxhirers Technical Services d you are unsure of applicable Compliance documentation. • Drive fasteners perpendicular tosidingand framing. • Fastener heads should fit snug against a liiig (no air space). (fig. A) • Do not over-Wa rail heads or drive nags at an angle. • If nag is countersunk, caulk nail hole and add a nail. (fig. B) • For wood framing, under driver nags should be hit flush to the plank with a hammer (For steel framing, remove and replace rwin. • Do not use aluminum fasteners, staples, or dipped head nails. CUT EDGE TREATMENT Caulk, paint or prime all field curt edges. CAULIQNG. For best results use an Elastomed6 Joint Sealant complying with ASTM C920 Grade NS, Gass 25 or higher or a Latex Joint Sealant complying with ASTM C834. CauOdnglSealant must be applied in acconimoe with the caulWng/sealant manufacturer's written instructions or ASIM C11W PAINTING DO.NOT use stain on Cemboard products. Cemboard products must be painted within 180 days for primed product and 90 days for unprimed. 100% acrylic topcoats are recommended. Do not paint when wet For application rates refer to paint manufacturers specificatlors. Bair -rolling is recommended g the slang is sprayed. APPROVED BY Sep 14,2015 IN INC. ifgM KREWAM HOME CdIS1W Cr10MtlD5�iElYSTMNWDS JamesHardie °�'° JR "^'�SK �°®mmoQ��mgMMM 1-4.43.4 Chapter 5 Optional Features Construction of Site -Built -Structures (Garages, Carports, Decks, Awnings etc.). Site built structures and accessories shall be designed to support 100% of their own live and dead loads. Structures shall have En separation as required by local codes. Structures shall be built and inspected in accordance with local codes. if required by local building codes a registered - Architect or Engineer will have to design the structure. Attached Garages After market garages shall be installed per the manufacturer's instructions and to all applicable local codes and regulations. They must be supported independently of the factory built portion of the home. Electrical circuits in garage shall be provided with ground fault interruption per chapter 5 of this manual. NOTES Accessories and site built structures shall include but are not limited to garages, carports, awaings„decks, porches,stairs and steps. They shall be designed per, and inspected to local codes in effect at the time of construction. The attachment of accessories to your home may; void your warranty and should be done only by registered Architect or Engineer and installed by properly trained personnel. Skirting and Venting If the home is to be perimcter.skirted, ventilation of the crawlspace area under the home is also required. Ventilation openings must be provided in the enclosure on at least two opposite sides. Ventilation openings must be placed as high as practicable above the ground. Use the following formula to calculate the mhtimutn ventilation requirement for net free area Six (6) mil polyethylene sheet material on the,ground surface beneath the entire floor area of the home. Net Free Area (sq. ft.) n length x width (with vapor retarder) ice.. Slitting must be attached in a manner so the skirting will slide (expand and contract). Ventilation openings must be coveted for their i covering to prevent entry of -rodents. dniareas si be. adjustable type, Provide a minimum opening sq.fL for access to the crawl space for utility co must pass through the slatting to the outside: water heaters must be directed away from home. Retaining' v4 Designs id width with a perforated corrosion zing, the ventilation openings must a 24" wide and not less than three ryer vents and combustion air inlets water runoff from air conditioners, soil; pressure conditions ate .introduced from backfill installations the l be is accordance with local jurisdiction and when required be designed by r architect Due to the numerous variations and local conditions involved in esigo, the home manufacturer will not assume responsibility for design, thereof. 1-5.0 Chapter 6 Mechanical to the outside of. any perimeter n, as shown on.page 6.6. Vent instructions for'installing the exhaust IINPQRTANT �2219 let the exhaust system and under the home where excess moisture or flammable '' material Cad accumnlate.;T6e eabanst need to run to outside edge of home, if•s&irting is installed the exhaust need to be' installed in sidrung, so it will"vent to the outside of home. a gas dryer, remember that installing one regimes t provide gas supply piping and adequate venting as Only a trained and` experienced technician should elements (soah as rafters and joists) to allow for gas e.home manufacturer is not responsible for any t Only gtiaitfied personnel may install any comfortcooling system not provided with the home. Folltity. the manufacturer`s installation ftuctious and conform to all local codes. ` Air Couthtioners ° The air distribution system in.th➢s home has been designed, for a central a""'conditioning system _. Fquipmnfnt= installed', site -must not exceed the rating shown on"the home's compliance ,certificate: . The,bomtg's electrical distnbutton.psn el. may contain;optional factory installed cirouits for air conditioning NTlte maximwn i9 1 load'ampere draw -for the desired air conditioning unit must not exceed the circuit rating.Aown. for the additional supply;may have if a remote (selRiwntained pa, ge),air conditioner (cooling coil and blower located outside the home) is to be the connected to the heating supply duct, install an automatic damper between the 1-6.0 furnace and the home's au duct system, and install another automatic damper between the remote unit and the home's air duct system. Saute the dud leading from the remote unit to the home and do not allow it to touch the ground. Insulate ducts with material having an `R' value of no less than R-g, and a perm rating of no more than 1. Connect the duct carrying air to the home to the Wain duct at a point where there are approximately as many registers forward of the connection as there are to the rear. Locate the return air dud in the center of the home. Do not cut or damage floor joists. Replace insulation removed during the installation, and seal the bottom board around the dud connections. Do not allow the condeasate drain line to terminate under the borne. Dired all condensation runoff away from the home by connecting a hose to the equipment runoff outlet or by other means specified by the equipment manufacturer. Window Air Conditioner Installation Do not plug a window air conditioner unit into one of your homes lighting or appliance circuit receptacles. The majority of window air conditioners require that separate circuits be installed for the cotmectioa,of the unit. See air conditioner manufacturer's installation instructions for electrical requirements for your specific model. The circuits installed to the horse are for standard fighting and small appliance fixtures only. CAUTION! Use of these receptacles for other purposes may cause so overload and the possibility of a potential fire hazard arises. The only exception to the above is if there is a separate circuit installed and labeled in the main parcel box as being for the use of an air conditioner unit. All wiring, which is to be installed for an air conditioner unit, must be performed by an authorized electrician and in conformance with all applicable codes. Heat Pumps Install' heat pumps according to the manufacturer's instructions. All exterior dud work shall be insulated to a mininatun M. Range, Cook Top and Oven Venting If`your'home is equipped with avoinbination range (cook topj/grill or oven that requires its own exhaust so that it does -not exitunder the home. Connect flexible metallic dud between the elbow protruding from the floor and the termination fitting, and support it per the manulhaurer's installation instmctions. Furnace Deration If your home is located above 2,000 feet above seat level or as indicated in the manufacturers instructions, your gas -furnace must be dented 4% each 1,000 feet above sea level for the altitude. This mist be done by a qualified service person. A licensed technician may be required. Check with )our local authorities. APPROVED BY Sauteed and 22,2016 1.6.1 N AAC. APPROVED BY aevieaQ Dee 2x,2008 N A,Nc. MMIU CAUTIONI Failure to derate the furnace can cause the furnace to overheat, operate poorly and cease excessive sooting. Dangerous levels of carbon monoxide could accumulate in the home. Ceiling Fans I - To reduce the risk of injury, install ceiling fans with the trailing edges of the blades at least 6'-4" above the finished floor. Follow manufacturer's installation instructions (See page 6.7). Hearth Fatcnsion for Fireplace at the Marriage Line Follow the fireplace manufacturer's Instructions for the site installed hearth extension when the fireplace is flush with the marriage line (Marco model H A36ST). followed and will be shipped with the home. 1. Auer floor sections are properly attached at the marnage line, install the metal safety strips provided by the fireplace manufactu= (shipped base with home). 2. Hearth shall extend no less than 16" from fame of fireplace and shall be at least 46" in width and extend at least 8" beyand each side ofthe fireplace opening. 3. Use Marco hearth. extension HFr36 or an equivalent layer of non-combustible inorganic material with a thermal conductivity (K) of .94 or less per inch of material thickness. Refer to Page 12 of attached fireplace manufacturer's installation instructions. 4. Fasten; hearth extension securely to floor decking to prevent shining and seal the gap between the fireplace frame and the hearth extension with a non-combustible material. Fireplace and Wood Stove Chimneys and Air Inlets Fireplace and wood°stoves require on site installation of additional sections of approved listed chimney pipe, a spy arrestor and a rain cap assembly. Minimum extension - To.assure-sufficient draft for proper operation, extend the finished chimney at least 3 ft above the highest point where it penetrates the roof and at least 2 ft higher than any smtftce.within 10 ft of the ,chimney. The installer may have to provide an additional section of chimney Pipe if required by local codes. Required -components - The'requiied components of a conedly installed chimney are as shown on manufacturer's installation instructions. Assembly and sealing sequence - Assemble and seal your fireplace or wood stove chinmey per fireplace: manufacturer's installation instructions. Combustion air duct inlets - Combustion air intalm ducts cad just below the bottom covering of the floor. You must extend than tothc outside when your hum has a basement. These added ducts are'suPP_ W or may be purchased at your local hardware store or home center. The fireplace manufachm's instructions for installing combustion air ducts are in the fireplace(stove or with the chimney parts. IM not allow the combustion air inlet to drop material fiiom the hearth beneath the home. Locate its inlet damper above expected snow lovel (See page 6.6). I-6.2 TN�E�FLE71�DUCT NSF BE CLAMPED ONTO — THE TOP OF THE DUCT COLLAR OTHERWISE CDNDENSATICH COULDDEVELOPOM THE COLLAR AND SEEP INTO THE DUCT. MBERS STRAP EOUIVAIFNF m 6d NAILS OR AVALENT JOIST DUCT -� 1 `DUCT 1 CLAMP CLAMP I = DUCT (R-S HUE.) (1) SUPPORTS 30' FOR. DRO (1) SUPPORTS SO' FOR DROP TO KEEP DUCT OFF THE GROUND TO KEEP DUCT OFT THE GROUND 21 3 RAIL 12- FLEA DUCT (DUCT CAN BE 7 TRTRUSSSE�S) m TOFITTHROUGH A 2t3 RAIL I-- CROSSOVER CONNECTOR SHIPPED LOOSE IN HOUSE 1. IF 4, REMOTvAIR CONOTIICNER S INSTALLED. DAMPERS MUST BE PROVIDE PER SECT M,,5260.70E(A),(7) OF THEFEDERAL STANDARDS FOR MANUFACTURED NOISING. 2. DUOF,MUST BE DIRECTLY UNDER/OVER FURNACE 3. DUCTmust BE SUPPORTED SO IT DOES NOT TOUCH THE GROUND. S. CROSS OVER DUCTWORK S TO BE R-6 INSULATED. APPROVED BY TLevised '�'i�sMl 22;2ois melwxlNll w s+rtn sruou�s CROSSOVER DUCT INSTALLATION 0R1" D"BJE°I}ro L DESTINY LL DAn7/16/2016 RIM 1 - 6.3 6 1 � 1 5 vROGEouRF= 1) LOCATE DUCT COLLARS THAT EXTEND BELOW THE DOTTOM BOARD MATERIAL ON EACH SECTION. REMOVE SHIPPING CLOSE-UP MATERIAL FROM COLLARS. 2) PULL VINYL COVERING BACK MOM DUCT AND SLIDE EXPOSED END OVER DUCT COLLAR AND UP AOANST BOTTOM BOARD MATERIAL. S) FASTEN DUCT TO COLLAR WITH S SHEET METAL SCREWS APPROXIMATELY EQUALLY SPACED AROUND THE COLLAR 4) ADD METAL OR PLASTIC TIE STRAP AROUND DUCT AND SECURE TIGHTLY. IF METAL STRAP IS USED SECURE WITH SHEET METAL SCREW. S) AFTER DUCT R FASTENED TO COLLAR PULL VRLYL COVERLNO UP OVER CONNECTIONS AND FLUSH UP TO THE BOTTOM BOARD MATMAL. 6) WRAP THE TOP OF THE VINYL COVER AROUND THE COLLAR AT LEM TWO TIMES WITH DUCT TAPE ' 7) REPEAT, STEPS. 1 ATM 6 AT COLLAR ON OTHER SECTION OR SECTIONS OF THE HOME. SOME HOMES MAY REQUIRE THE CONNECTION OF A METAL V-BOX-ADAPTER OR VINYL FLEX Y-BRANCH AT THE COLLAR UNDER THE FURNACE HEAT DUCT CROSSOVER CONNECTION A V-80X AMP DUCT FLEX DUCT rFIEX DUCT CONNECTEDO= PER NOTES J ABOVE y'-�T-BRANCH CONNECTION TO FLEX DUCT PER NOTES V-BOX-ADAPTER B VMYL FLEX Y-BRANCH Io ARRANGE DUCT UNDER FLOOR $O T-6'NOT COMPRESSED :iieUMN OR KINXED D ANY LOCATION. OO. HOT"PERK Y DUCT..10- REST ON THE •. ORDUND::. SUPPORT OFT"TWOROUND WITH - - ' II STRAP.OR. WITH TREATED WOOD.ICONCRETE "'.BLACK, MATEMAE':OROTHER ALTERNATE ' , MATERIALS, OR::OTHER,ALTERNATE MATERIALSUPPORTS; EVERY 4UT MAX). DUCT SUPPORTED OFF THE GROUND V-SOX ADAPTER - p HOTE:.. 1. CROSSOVER:'000TS TO BE INSULATED WITH A MATERIAL HAVING A MINIMUM R-D VALUE. i ALL. METAL COLLARS MUST BE COMPLETELY WRAPPED WITH ' INSULATION TO PREVENTCONDENSATION. 'APPROVED BY xe„iGea V-BOX and DUCT 22,2Di6 INSTALLATION N AINC. �p�y CRAMIWBEMO� fEOFPAL rA.IIFACRRI®HOLY N DESTINY LLC [dTxuna�ARo sATLTYSfA�mlUms aW:7/1 S/2016 I - 6.4 HCAYM Ewn AND I6GLLUM 1. WREM.OPnQMAL COl MWC/:LLSE (FOR -TWAT 'PtA 6 RISTAL{ED. A,WENSED SilBWMIQACTOFI-WILL REOiARED TO: SWARD '-SWALL'SWTCH GUR-FOR NEAT POMP AT TIME OF :HOW SETUP. -'-11 2. OMMSTEWOF HOME:: MAY;RC OPDOMAL SHOWN" OVMdlEAD/CMJM STSIEHU . W-LI OF FLOOR STS= HEATINGJAIR CONDITION. EVAPORATIVE COOLER INSTALLATION AS DESTINY LLC mm 11/w/Ye few 12M/201e 1 1 - 6.5 ii 1' METAL Oa 3 16' ORTEO 4W CAP VENT APPROVED BY RBviead Deozzs,2o08 N A1Nc. NanwwurpCR�NpN4N mmgclmN exo saf m srannaws DRYER A' -SEW -ROOD DUCT INSTALLED ON -SITE Roof HOW CLOSED VENT CAP TAPE AROUND TABS OF BOTTOM BOARD AND ABOUND DUCT. DRYER I. WHEN VENT 13 INSTALLED 1RIR000NI TIE FLOOR. 41/ APPR01L 3 1/2' 'E' CUT IS MADE IN BOTTOM BOARD i0 ALLOW PASSAGE OF THE DUCT, iAB3 OF THE 'K' CITE ARE TAPED SECURELY ABOVE TO ASSURE A VERMIN -PROOF SEAL 2. IF DUCT EARS BOTTOM BOARD IN OUTRIGGER AREA. A PAWED PLYWOOD COLLAR MAY BE STAPLED TO FLOOR JOISTS AND FITTED TIGHTLY AROUND DUCT IN LIEU OF TAPING PROCEDURE DETAILED IN NOTE 1. S. WHEN DRYER 6 INSTALLED BE SURE TO REMOVE ANY CAPS ON THE DUCT FOR OPERATION: IF DRVER IS NOT INSTALLED, BE SURE ALL DUCT OPENINGS ARE CAPPED WITH BOTTOM BOARD TAPE TO PROTECT AGAINST RODENTS. I. DRYER DUCT MATERIAL PER OR, MANUFACTURERS RECOMMENDATIONS. PIPE A HOMEOWNER MUST REMOVE CAPS AND CONNECT THE DUCT TO THE DRYER IN WITH TEE WRAPS OR MEW TK WENEO CONNECTOR. PUSH DOWN CARXINO STORM COLAR rLASMS 1/2' TRIM WITH SHEr METAL SHEERS IF DIFFICULT TO MAKE AFTER FLASH= LAY FLA' ON A" INSTALL -FIREPLACE PL [ PER MANUFACTURERS INSTRUCTION RAIL CAP ROOF TOP LT SPARK ARRESTOR YcAP aoAProa TRIPLE WALL PIPE T STORM COLLAR FLASHING eOP FIRESTIN MBLE DAMPER HANDLE ra—� AIR INTAKE TO & FIREPLACE FLUE INSTALLATION R m10 DaT DESTINY U Dun 10/22/oe NIFw I — 6.6 AfILR 2 K O SIR'Pp0 POST .la /A' . S-1 Y . ATTACH UI CAKC BOX -To 1 13' MUL I-O Hm ram OISGLLCP BOARD iRMATION 4 9WCDOW AKD IIWE T@ PAWN \ FAR +uuusTwN R13T@yCTpNy ' CEuxO 1/21 ROI.n-0044if rem BOARD MDT) APPROVED BY NRevised Deo 23,2OO8 AiNC. IL.BIImCIM A.D XANTt BlA�1 I TOP Of YILLL AND WM NME THIN NIRE PXB ossm FAM INSTROCT10N5. MU TC FIRE RETARDANT MSER RUM MOUNTED WEEK PAN BASE Am RUNT-OCN511'/ fISW C & MOOV FOR MOUNTING OF PA"OLKE ON PADOLC FAN / Al Ins. FROM rum to SLAVES TXBT INT. INSTRSOn" MIGHTREOUIREMEHIS F CDNNO TAN NpL FOR PANDAXE BOX NOTE: DRILL A' ON, HOLE IN CENTER OF INLn-00(4NT' FIBER DOM PRIOR TO j R$TALLMAT MOGE TO REGM 8 ' FANCAKE BOX. ME'(3) Se . 2-1/2- SCRONB v I/21 NOT OMn-DQISV FIBER BOARD) I. BOX MIST BE LISTED FOR PAOOLE FANS INSTALLATION DETAILS TIRMNIm. M DESTINY LLO W&9/28/2003 Al* 1 1- 6.7 END WALL a THIS FLASHING WLL BE SHP VAIN HOME UNDER THE FIRST TWO POR DECKING. SLIDEYOU WILL IT INTO POSTIONI. a a.. a :o 7—ildolo, 8' ALUMINUM FLASHING O.00B4' MIN. - TO EXTEND VERTICALLY ALONG E NOWALL THEN HORIZONTALLY BENEATH DECKING. NOIM- T. ALL FASTENERS USED FOR TREATED LUMBER SHALL BE CRROSIN RESISTANT. 2. FLASHING 15 REQUIRED ADJACENT TO ALL EXTERIOR WALLS.. 3.5 /�2.1/2 (6ii11.)�L�ORROSION RESISTANT PED C JOISTS AIILS R 3CREW5 PER JOISTS. ALT.. 5 4' CEDAR PLANKS OR 1' FMERON COMPOSITE DECKING MAY SE USED. FASTEN FlBERR DECKING WITH 2 1/2- MASTER SELF - TAPPING SCREWS SPACED & CAPPED PER MANUF. INSTRUCTIONS. 4. ALUMINUM FLASHING WILL BE SHIP WITH HOME ON THE PORCH INSTALL-.0924 I' LYIN.)_CORRO90N RESISTANT PO N LS uz sctaMS I PER -DRILL NOTES I PLANK TO SECURE PLAN( AND FLASHING TO HOME MAKE SURE FLASHING IS LAP A MINMLIM OF 3' ON BOTH SIDES. APPROVED BY NOAug 16,2016 piNC. aaae� araanrmwr manaanoaaougnww+mN FLASHING INSTALLATION AT MARRIAGE LINE FOR FULL WIDTH PORCH Mo TO[ ALL I-6.8 Chapter 7 - Utility Connections Genera Before connecting any utility syatams, local, county; and state authorities must be consulted. Many localities have special-requimmertts pertaining to the installation and special testing of utility systems: r Drawings illustrating utility connections are examples only. Local officials must "be contacted to determine specific requirements. Qualified personnel at the manufacturing facility "tested all utility systems is your borne. However, Itlspossible that during transit damage may have occurred which would dictate, after service connections are made, that field tW-be conducted. Emphasis should be placed on ensuring that only qualified personnel familiar with local code requirements make all utility connections and conduct all required tests. TIeetrierrl Syateue . Your :home is designed to be connected to an electrical supply source rated at 120f240 volt, 3 pole, 4 wiromlth aground system. In maldng the feeder connections to this power source it Is extremely Important that the wire of the correct size be used. If the wire is Ineometly sized, the ampacity of,the wire may be exceeded and you may experienw a voltage drop at your home. ARhpacliy, is the safe carrying capacity of do wire expressed In amperes. The greater the amperes flowing'in a wire, the.greater the but (Doubling the amperes without changing the wire slue it eteases,th* amount of boatfour times). Additionally, if the amperage is allowed to become too great, the wire can become so hot that it will'damage;the insulation of your homeor even cause afire. A voltage drop in your home can cimaa a drop In 0 ciency:of all lights and appliaru es Motors may bunt out and you may pay for electrlcitytlrist you do not use.To avoid these possibUides mferto table below. -Feeder Comiections and Grounding Conductor Sixes Feeder ".Size' (Amps). sxrmnm Ventral Feeder Load (Amps) --fffi�=Wnl Required Junction Box Size (Inehas) Feeder Sizes Basad Oa Use of 73 Degree 'VInsulated 'Copper Conductors ack--Powe -.Red-"Power" -"Neutrar Teen orBare Ground Poddult size (InsideDia.) 50... A (u) TRIT in " 00 0 lO x10x ` - ) (Cu -14 1 x, x u -1 2 130 lOxl x4 - u u 2 Conductor sixes are in accords= with the National Electric Code, Table 310-16, and do not teat voltage iitop (nto account. Allowable amp capacities are Gast on ambient twrh eradue of 30 degrees C or 86 degrees F. APPRGVWD BY . 10,2000 17.0 ' . Rev. UMOO YPICAL IOME A um THE MAXIMUM ALLOWABLE WATER INLET PRESSURE IS BD PSL IF THE WATER APPLY IN THE HOME'S LOCATION - EXCEEDS 80 PSI. A SURE REDUCING VALVE MIST BE INSTALLED. ALT. R= PIPING MAY ALSO BE USED. TYPICAL HOME APPROVED FLEX DRAIN S'MUL APPROVED FLEX DRAIN CONNECTOR NOTES: 1. HORIZONTAL SECTIONS`�Or, DRAIN LINES- TO BE SLOPED AT A MINIMUM �OF-AA! :PER FODT SAND/OR TO COMPLY WITH LOU,LL,4IF;ORCING�AGEHCY/0000 ETC. Z. FREMNOr T4 MthoN.,FOR UNOCCUPIED HOMES. B.IM bmm to 10.L»�IHt urkMaNd'In mdd weather. drain the water Does and 6low'.th m' 4aar'wX111 compressed uIr to praraml damage hom froazlmp. APPROVED SY Beped 16G11 INC. WATER and DRAIN LINE CONNECTIONS am" am On DESTINY LLC wm 9/15/11 aem 1 - 7.1 coos/sz/sue I ANUS30 ,,m WNW" SONVONVISM: VS ONV 3w�om �a3tlnmv. • t LI 800Z'sz oaa pastnt E �r As a; �RrJW 3 fa M— `!✓ sgHrM30 ad ONLLSM OW 30MM 3NMS38d SVO: NOd-a 83LdVIC Ol trAn" 0 q . 30LOO, 103NNOOSIG - tsNlto 3H1 rr� l"4 "+q lee m rr++"rtr� . ryrr„r'y>O S3dtd d0 aM 01 ONndf100 1tA1130 •03OUWMd ONndn 3dld NNtlO 31M1t mwd 55300Ve 531Vtd Nn! 3Nn ma1VR I--- - --- •S dIM Ndd 103HND0 OI 01 N3=VA 3HVlLt 'GMid s31md 103NW=U NO 103NNOO.. 01-StOM 3Sn.1ON 00 31ON 'SINVTOS SO:SINv0OJ M4HVAftOHMM Dasn 32 Ol Q.a7 MO SI CHUM103NNOO510'N31n0.3N1,'N01103NN00 a3Aa=W 313UNw o.L, 3svmm aw ouay0V 103N)MM�p Norco toAo arts" 3olA3a SD3NNoosla.HomD;wo ]rave -nlld,,(Z '301"td NI SMV IiO0 ANV 3AORNt (t '03nFGM-39d N339 SM l0L530=103NWMG:)MIno 3Nt 131M 3HL l0.. 36M 3Ml.ONIM 3N1 N0:3H=nm.S.tmnelt. _I. —• i•y ..�..V...0 J� �.,. am '=McI SS300V MU MVId3S OW Staid 3H1 MOW HOLLLMSNI 3H1 I OWSOM (S SlNVm wO summlSIYI ANV I=" am 35 01�6�p 39Y SONLLlLi N0103tDiO0 3Nl '3dld 3Ht d0 SON3 3H1 NO MIMSM SB=3NNOO MU VNMn SMd WAVA4 a= OHV 10H 3H1 lO3 MM (3 NDU03S RM BONA 13Nrd SS30Or 3ADMH (1 PORTIONS OF THE DRAIN WASTE SYSTEM WHICH ARC BELOW THE FLOOR MAY NOT HAVE BEEN INSTALLED AT,THE MANUFACTURING FACILITY. ALL MATERIALS REQUIRED TO COMPLETE THE SYSTEM HAVE BEEN FURHI9CD BY THE MANUFACTURING FACILITY AND ARE SNIPPED AS LOOSE ITEMS IN THE ACNE. THE rOULDVING ARE PRmi)co FOR USE IN ING THE INSTALLATION Or THE DRAIGI WASTE SYSTEM IN THE CORRECT PLEASE REVIEW THENRucTimis INFORMATION BELOW BEFOG STARTINGWORK TO FAMILIARIZE YOURSELF WITH PROPER SEQUENCE Or IINSTALLATIML MANNER' B FGAF YOU Realm V LOCATE THE DRAINWASTE PLUMBING SCHEMATIC THAT IS SHIPPED WITH THE NOR REVIEW THE LAYOUT - TO THE BRAIN WASTE LOOSE PLUMBING ALL PPARTS IPING AND ADBy ND )T ICS V"D BE USED WKyING INCH BUT ON THE 4REE IN ICAATEDUNDER DTTO C�NJSURE THEIN M CMKCCTC FLOW RELATIONSHIP ASSEMBLED DRAIN SYSTEM, PROCEDURE. O REMOVE SHIPPING COVERS FROM ALL EXPOSED PIPING OR FITTINGS THAT EXTEND BELOW THE BOTTOM WAD. 2) INSPECT PIPING AND FITTINGS MAXIMO SURE THEY IRE CLEAN AND FREE OF BURRS G) ALL PIPE AND FITTING CUNECIOMS SMALL BE PER THE CEMENT MAN/ACTIFERS INSTRUCTIONS WHICH IS PROVIDED K) START INC DRAIN ASSEMBLY AT IHE )CST REMOTE EXPOSED PIPING VOP-CUT FROM THE OUTLET AND VORX TOWARDS THE OUTLET LOCATION S) IT IS RECOMMENDED THAT TEHmARY BLOCKING OR SUPPORT BE USED FOR THE ASSEMBLED MAIN PIPING AS YOU PROCEED TO ACHIEVE A SLOPE TOWARDS THE OUTLET Or AT LEAST IYA- PER FONT. 6) IF A CROSSOVER CONNECTION IS REQUIRED USE ONE O' THE METHODS EXPLAINED PREVIOUSLY IN THIS CHAPTER 7) WHEN ALL CONNECTIONS HAVE BEEN COMPLETED RELOCATE THE TEMPORARY SLOPE jLDCKDHG TO NO HERE THAN A FEET APART FOR PERMANENT DRAIN PIPING SUPPORT. APPROVED BY ON rf,lRRb2362008 NC. FEpgAM,NM6AnunFD HHPN¢ BOTTOM BOARD OF NONE Qpi611WMCMANR SAPEI'Y BTANIDAPIIY (TYP) I I START HERE 1 2 CLEANOUT I M 1 1 6 OUTLET LTYP[CN-7 INISH HERE CROSSOVER C00=711014 INSTALLATM INSTRL iDNS FOR WE IPWALLED ORAIN WASTE SMEARS A 1. ALL LIMN PANELS OR -ZIPPER PATCHES UNDER THE 10ME ARE IDENTIFYING PLUMBING ACCESS TO CLEANOITTS. P-TRAPS ETC 2. THE LOAN PANELS HAVE BEEN PAINTED OR SEALED TO RESIST MOISTURE AND FASTENED TO FRAMING WITH A SCREWS DRAIN WASTE (DWV) PIPE INSTALLATION NNM " CRT DESTINY LLC FMhSO/3/2008 H�„ I - 7.3 INSIDE OF MAIN BEAM APPROVED BY rla� nea 23,zooe N PI Nc. ROWLLYAWLNRUISAIg11! 1 / pl0.S1W1L1tl11610 WFlYSTYWM )iqq IN wI ` -\ PRUCF111RE, BRAIN PIPE WITH mx 4, SLOPE TOWARDS OUTLET / \ t) ADD MTNIl#M.I.r 3 LUMSER DETVEEN FRAME S DIRECTLY ABOVE DRAIN PIPMG BY ROUND UP ON THE BOTTOM EMU AND RESTING THE,LABIBER ON TO OR INSIDE OF THE CROSSMEMBER LED AS SHOVK 1 WRAP SUPPORT STRAPPINI AROUMD.PIPING AND I x FRAMING MATERIAL. FASTEN STRAPPING TO WIDE FACE OF I M MATERIAL WITH SCREWS. 3) OTFER. METHODS TO PROVIDE SW4MT MAY BE USED TO MAINTAIN NOR PIPE SLOPE REMPREMENTS. 44 LtKRER,MA7ERIAL TO BE PROTECTED FROM MUISTUNE. CAUTION.: ' ELECTRCAL' VU ING MAY BE SECURED TO WIDE FACE OF FLOOR JOISTS THAT ARE OUTSIDE OF THE MAIN BEAK MAMC VURE SCREVS FASTENING SRAPPIHG PENETRATEBOTTOM EDGE OF JOISTS MELDIIIATE POSSIBLE ELECTRICAL SHm m DRAIN PIPING SUPPORTS OUTSIDE OF MAIN BEAM 1/4' SUPPORTS 0ff DESTINY I am 10/22/00 NCM 1— 7.4 Nom 1. REMOVE „THE . ACCESS COVERS -FROM BOTH SECTIONS CF, THE HONE. la SECURE -CABLES Fmxw t4' of THE JUNCTION Box OR WICK _. 2. THE CABM-LbCATED`W-EACHACCESS BAY HAVE•GUICK CON)MOTORS QKNE QWL ATTACHED TO EACH END '.LARGIR'WIRES WITHOUT, END CONKE'CTORS ARE 11. REPLACE- ANY '.INSULATION THAT WAS RDLOVED To MAIZE THE TO, BE CONNECTED NL THE'JU GCW BU U=TW'M ONE. OF -THE TWO CONNECTIONS. ACCESS BAYS.. `.. WRING:, CULES, ARE NARKEDTO SHOW PROM WIRE. .. CONNECDONB. - 12. REPLACE ACCESS COVERS w1 BOTH SECTIONS OF THE HONE. 3. it ...cl.m: ac VV naa 0c nunw,:ne mw �m¢ w a THAT, THE BPEANER'N'THE DISTRIBUTION PANE. IS TURNED SET. I. REMOVE 'THE -COVER FROM THE JUNCTION BOX, IF PROVWED. . - 0. ROUTE THE CORED UP' CABLES FROM ONE UNIT THROUGH THE HOLES PRMLLED::IN -THE ..FLOOR& B. CONNECT THE QUICK CONNECTORS OF MATCHNO MARKED CARIES 0 TOGETHER:, -.- 7. .INSTALL ROM CONNECTORS WE THE CABLES ENTER A JUNCTION HER o BOAT. IF PRWDEO. SLIDE CONNECTORS CODED MKS WITH THE CGHHECTORS PROVIDED IN THE B. CONNRCr1 TOGETHER UNTIL LATCHES LOCK ONTO BOX TABS. S. REPIACE'JUNC ION BOX' COVER. El_WM0ALaWM80VMCMNE=0NNOIE$ I TYPl0AL12DVMTCCNN87TM 113 APPROVED CONNECTORS IN GROW","',-.Im W6 :.SNME160R20:AL4PC(RCUFrl4-2C)i12-2W/GROUND:. --'. O OIX03LE160R2DAWCff==l"0R12-2%wQMLm ID ' WIRE LOGE: .. ED APPROVED CONNECLOAS BLH o RE MIff r_bPL 7 RED B APPROVED SAL OR GRD a GROUND ,L '(TYPICAL) �, CLAMPS PER CAUTION ,. TYPE:. BOX. ORD USED` VERIFY THAT ALL CROSSOVER CIRCUITS' PROTECTED BY A GFC OEWCE ' (TYPHCIUa AD ARE CONNECTED T THE PROPER . '. . _.,. % iION� THE'CORRECTLY MARKED CIRCUIT BY�NIETRRFYwO CRRCUIT. CONRNUAO WIRES. 240VW:.TAPPUWCECIR0YIiT' . -.. - E WiRE000E.. F - REAR -MOST OUTRIGGER FUN L 1)).UNCOIL AND'7AKE LOOSE:END OF CHOUND YORE AND. SECURE'TO SMOERLESS OR CROSSNR/8ER AT FUN- S MATING llNE SagIT oR SECTIONS. YAlOHO E 2) -MAKE- SM,SCREW :M'SOLDERLESS LUG 15TIGHT AOANST GROUND WIRE. 3) L.00ATEAOA2HST,STRUCIURE FORS PROTECTION. -. 4) REPFAT,PROCEOVRE FOR TRIPLE SECTION MOVES. LAND WIRENUSI BE p8 COPPER WIRE CNI7NUOUJEL CAL.GROUNDOWNEDIM IG NOTES; APPROVED BY NOT CONNECTOR 1. CCOlECT TRtiES,'BLACN TO BLACKi TOIIIE (BLACK)TO ,%UT AND LRtWND M GROUND USING-.. 'r �Ai iteviaed WwE'NUIS.-'■M■Dea 23,2008 PIG -TAILED RE PUSH WIRES INTO BOX AND'SECURE INC. FIXTURE IN POSIHON. -OMALL. THE BULB. .ec¢rw:armurnniaco roue 2. APPLY CAOUONO AROUND BASE OF LIGHT- FIXTURE TO INSURE A WATER -TIGHT SEALTOTHE WALL.G &GROUND CONNECTIONS m `""E ° m"" °Rf DESTINY LLC ExTFRiQguDrFD,MJM&OIHMIIUVAPPUANOES. H Ia, 1-7.5 IT IS VITAL FUR THE PROfEC IEN 18 THE GCCIRAMTS THAT TOUR HOME BE PRIFMY U U 40M GRUAOING m A ROD, A METAL WATER PM OR THM" THE MKM HITCIT WILL H91PROVIDE THIS ORUtTART PROTECTION IN HDST CASES THE MY SAFE AND APPROVED METHOD W GRMWINE MUR HOE 13 TFDNUGH AN ELECTRICAL -ISOLATED GROUNDING BAR IN THE FBBES POWER SUPPLY OVYEL WHICH GRDM ALL tat-gWRENT CARRYM METAL PARTS m THE ELECTRICAL SYSIEM DI VMR MW AT A SMGLE POINT. VARNINW IT IS DD'MTANT THAT THE HOT WATER HEATER BE FILLED WITH WATER PRMR m COMlMM THE ELECTRICAL SERVIM JU@PR • EUTRAL BUS BAR BUNIED rO MJCTWS SERVICE D IT m �Y UTILITY SERVICE BEAD CWANY RSTALLED CH -SITE ■ NDT REQUIRED IF IS DENIED m THE �KEUTRAL BUS BAR t SIE MSTN L\ SERVICE ENTRANCE METER BASE ATTACHED m A 10' N % 10' MDR 8 CDN UCTTMArsi I m DISTRIBUT OR SHEATEXTERHING. PANELEDARD PAINTED. PANTED. STAINED, OR HARDMARD NSTM.LEIL FOR BI CLANP SUITABLE I-X GROUNME.M CTRI PER HED II M#TLOCATMN PROVIDED BY CODE L ELECTRCCAI. REFER m THE 19M NEC FOR OISCOMYECT HOOC-UP. PANEL APPROVED BY Revised ON Dee 23,2006 CDt61WICIWNAtO LUEIYSfL02P➢5 & METER BASE INSTALLATION ORT DESTINY IMw la/xx/BB IK 1- 7.6 ,• StoneCrest OPERATING INTRUCTIONS A10-0019A Thermostatic Valve APPROVED BY N A 2/14/2017 INC. polEAL IDWIFACRi®NDINt OONSf WICiION AND Skk,NSfMORi�4 The StoneCrest A10-0019A Thermostatic Valve Is a device that blends hot and cold water to ensure a constant and safe outlet water temperature. Operating Instructions: The outlet temperature of the A10-0019A Thermostatic Valve can be easily adjusted by the homeowner. 1. To Increase the outlet temperature rotate the temperature control knob counter clockwise (see photo). 2. To decrease the outlet temperature rotate the temperature control knob clockwise (see photo). Please note: The numbers printed on the temperature control knob are provided only as a point of reference, they do not indicate the outlet water temperature. Specifications• • Temperature Setting Range 68"F-120OF • Maximum inleTemperature 185°F • Factory Temperature Setting 1006F • Compliance ASSE1070-2004/CSA 8125.3 Posey supply Co., Inc P.O. am 1S5 1-7.7 Double Springs, AL 35SS3 swvwovco ey 2114=17 INPENC. . ®m.au_um.rocom Temperature. Adjust Instrudions/ Dispositff de destrictioe de In temperature/Dispositivo de Iimitacion de temperature Turn valve on and ad(ustwgter to desired temperature. State codes limit the maximum iempo ature'allowable setting. Check with local inspector if you do not know the requirement. Taumez le robinel atta(ustez la temperature de I'eou. to r6glementodon provinciale Ilmite le de9r6 do lemp6rature mmtimal parmls..Sl vous'no conndissox pas les exigences, v6d8ez oupris d'ue rnspeUeur de valrer6gion. Gire to v6lvulc y;regule el ague a to temperotum deseadoAos c6dfgos estaiales limit'an la corifiguraci6n permisible dalemperalum m6xima.Cousulle;af r gpedor local si no eonace los reqursitos. Back To Back' nstcllation/Installation dos 6 do Remove blue stop (a) and red stop (b) and rotate valve 180 0. Retirez le buloir wir la) et le butoir rouge (b) eeournez Is robinet de 180°. Retire el lope azul (a) y el tope mio (b) y gins la Avula en 1800. Aker the shower is set to the desired temperature, remove block stop (a) and reinstall with the slop against the stationary slop lcl to prevent the stem from turning further. Une foie to temperature de I'eau twhait6e alleinte, red= le butoir noir (a) el Wnstallez le tout an mainlenant le buloir noir metre to buioir Axe (c), ce qui empichera la fige de taunter. Despu6s de configurar la ducho a to temperature deseada, retire a1 lope negro (al y vuelva a inslalor can el tope opoyado m el tope file (cl, all evitar6 qua at v6stago gins m6s o116 de la deseada. de Bmitud6n, de temperature Ig Replace blue slop (a) and red stop (b). Replace valve cap. Replacez le butoir noir la) at Is butoirrouge (b). Rep1cs= to capuchan du robrne6 Reemplace el tope azul (a) y el tope role lb). Vuelva a calocar la lope de Io v61vula. 4 I-7.8 APPROVED BY m Chapter 8 - Utility Service Test Procedures 2/142017 N A�Nc. Systems Test All utility systems are given a quality assurance test at the manufacturing facility. To ensure that no damage occurred iq transit and that the final connections are proper, on Site teats of die utility service connections must be inspected and tested for leaks after completion of set CAUTION ALL UTILITY CONNECTIONS MUST BE MADE BY QUALIFIED SERVICE PERSONNEL WHO ARE FAMILIAR WITH LOCAL REGULATIONS. Gas System Test Procedures The gas piping supply system is designed for a pressure not exceeding 14-inch water column (1/2 psi) and not less than 7-inch water column (1/4 psi). WARNING GAS APPLIANCES;IN THIS HOME ARE EQUIPPED FOR NATURAL GAS. IF THE GAS SUPPLYl IS LIQUIFIED PETROLEUM GAS (LPG), IT IS NECESSARY THAT THE APPLIANCE BE CONVERTED TO LPG IN ACCORDANCE WITH INSTRUCTIONS PROVIDED BY THE MANUFACTURER OF EACH APPLIANCE. APPLIANCE ORIFICES: SPECIAL. ORIFICES AND REGULATORS ARE REQUIRED FOR EACH TYPE OF GAS AT ALTITUDES ABOVE 2,000 FEET. SEE THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ANY MODIFICATIONS PER THE GAS TYPE USED BY THE APPLIANCE. DO -NOT LIGHT APPLIANCE PILOT -LIGHTS) UNTIL EACH APPLIANCE HAS BEEN CHECKED MAKING SURE ROOFJACK (VENT) IF APPLICABLE HAS BEEN INSTALLED, AND ALL GAS UTILITY .CONNECTIONS HAVE BEEN MADE AND TESTED. 1. To:check. the gas system for leaks, fast close all appliance controls and all appliance pilot light valves (see appliance instialons included in the home or posted on the appliance). 2: Open &gas shutoff valve on the supply'linAu each appliance. 3. Attacban `Ou nce gauge on the main gas inlet to the horse. 4. Carefully pressurize the system to not more than 8 ounces of pressure. CAUTION DO NOT PRESSURIZE THE GAS LINE IN EXCESS OF 8 OUNCES MAXIMUM TO AVOID POSSIBLE DAMAGE TO GAS VALVES AND REGULATORS. 5. Apply an ammonia-free,soapy water or bubble solution to the joints at both ends of the appliance connector. If tiubbles are formed, tighten connector until bubbles cease to fora. CAUTION DO NOT BUBBLE CHECK COPPER OR BRASS FITTINGS WITH SOLUTIONS CONTAINING AMMONIA. 1-8.0 APPROVED BY R@vie Dec 23,2009 INC. R��� Wm cohsmuimxMDo W After completion oftes4 connect home gas inlet to gas supply line using a listed gas connector of the capacity indicated on the label by the gas inlet. Check the inlet connection for leaks per step 5 above. Water Supply System Test Procedures The water system is made after any water crossovers are connected by attaching an air pump, valve and gauge to the home water inlet and pressurizing the water lines to 100 pounds per square inch (psi). Verify that the pressure remains for a period of 15 minutes without loss. To prevent the possibility of fresh water contamination, all exterior faucets shall have an anti - siphon valve installed by the installer or owner. WARNING IT IS NOT SAFE TO FILL THE WATER HEATER TANK WITH HIGH PRESSURE AIR ONLY. -DISCONNECT WATER HEATER FROM WATER SYSTEM BY CONNECTING THE HOT AND COLD WATER LINES TOGETHER OR FILL WATER HEATER TANK WITH WATER BEFORE PRESSURIZING THE WATER LINES WITH AHL THIS PROCEDURE WILL PROTECT THOSE INVOLVED IN THE TEST FROM POSSIBLE INJURY. Electrical System Test Procedures 1. Perform the following test after installation and electrical connections to the home are complete. The grounding continuity test is to be performed before turning on electrical power to the home and the polarity and operation tests are to be performed after the electrical power is turned on. 2. Perform the following procedure checks for grounding continuity, polarity, and operation of the electrical system. A. Before turning "ON" the main circuit breaker, proceed as follows: (1) Connect one clip of a flashlight continuity tester to a convenient ground and touch the other clip to each light fodure canopy. (2) Using the continuity tester, check every direct -connected appliance or fan. The Lester must be hooked to a convenient ground and to the metal frame of the appliance. (3) Using the continuity tester, check the continuity between the chassis frame and: • Metal +Metal raceway Below main electrical panel box. x Between one riser of heat duct and convenient ground. (4) Any. loss of'gtounding.continuity found in (1), (2), or (3) above will require NOTE CONTINUITY TO GROUND IS NOT REQUIRED ON METAL INLET OF PLASTIC PIPED WATER SYSTEM. WHEN PLUMBING FIXTURES SUCH AS METALLIC SINKS, TUBS; FAUCETS AND SHOWER RISERS ARE CONNECTED ONLY TO PLASTIC WATER PIPING AND PLASTIC DRAIN PIPING, CONTINUITY TO GROUND IS NOT REQUIRED. 1-8.1 APPROVEDOY :N Wvi3W Dws23y200a AINC. B. Turn "ON' the main circuit breaker and each individual circuit breaker. Proceed as follows: (1) Ping an ACreceptacle wiring tester into each receptacle in the home to check -for reversepolarity, open.grounds and shorts. (2) Any reverse polarity, open grounds or shorts found will require investigation and repair. .' (3} Install I,ight-bulbs and. fluorescent tubes if not already installed. Make sure eachaight fixture is operable by turning the appropriate switch to the "ON' ` position. (4) `Shut-,,W all light switches :in the home and perform test on the smoke deteetor(s) in accordance with the manufacturer instruction. (5) Repair or replace any defective items. Drain System -Test Procedures Thecompleted`drain,waste,system should be subjected to a flood level testae follows: t „The h&6e'shall be,in a level position, all fixtures shall be connected, and the plug or cap installed ai the outlet: The entire system shal l be flied with water to the rim of the water closet (toilet)(Taband showeidrainsshallbeipiugged): 2 ; ,After dll tiapped air;_has been roleised, the. test shall :be maintained.for no less than 15 ' mirru thoutevidcnce'of iaaki.,IFany teaks are found'cepairthem and re -test If no leaks ara,noted after 15 mmutes,'unpiug the system at the'',outlet and"drain the water from th"ystam. 3 7Le waste piping above the level of the water ciosot (toilet) shall then 6e tested and show iio,,irulicetion'of-leakage-vihea.the high, fixtures,ara filled with .water end emptied to obtain,the maximum possible flow inthedrain piping Oil Plping Hookup & Testlirg. Homes that ale equipped with oil burning furnaces must Have the oil supply'piping installed on sil The home manufacturer does not supply piping,,' ' y f.. The furnace manufecturees`instructionsmust be consulted'fbr:proper pipe swag and installation ,.procedpres. ' In'addition, unless the home -is installed in a park with a centralized' oil distribution system, an oil sforago tank;of'suitable capacity:ntust be installed outside the home in a location accessible for service;;end safefrom fire`andother hazards. I.8.2 Oil tanks that feed Yapoqz4qg, oil fLrnaces must be installed so,that oil flows by gravity.. To echieve'eflielent a tank must be installed so that the bottom of the tank is at least 18 inches -km­aoioHI control level. above 10 Df the below ad a I Regardless of thdVpe of oWfurha6e=sev4-or the tank locatonthatsA should be installed to ,provide wgradnitsl6ppi6w&il the fill end or drain pl4g, if so equipped. to facilitate pumping or ariming of water and, iludgy 1-83 in the M )os Chapter 9-° Final Inspection Checklist After the home has 'been 'set-upand completed, check the following items to assure areas or items have not been overlooked. Task Corn" leted 'I. -Footings and:piers .Cheek that'foodgs pads, are of the correct size piers are located at proper ,s aein `.'Check" that blocks'and wedges are tight. 2. Anchors and Straps~ Checkfsnchor:i'acin :and make sure all tie downs are tensioned. 1-Sottomboard ' Inspect for anyctorn.area'.s, especially around bottom board penetrations. Patch i tom areas with ro er to . 14Xrossc ver eonneetioris. 141ike sure the electrical; water plumbing, drain plumbing, gas -piping econnecuons are eom Iete:"Check connection of duct crossover to duct collars. 5. Exterior, siding and trim' i Check that there are no" gaps, -voids or missing fasteners. Make sure seams are lsealed. Paint alf ed es oftrim. ' 16. Windows and doors:'•'„ Make sure'all windowa and'exterior doors operate correctly. 7. Shingle roof,": Inspect shingles to msure they are comctly fastened to roofsheathing: Make sure no ,shingles are loose or damaged. Seal all holes in shingles after removing wind deflector and or lactic cover.. , ..,. . `& Appliance roof dues andalreplacechimneys' Clieck to see thaTell roof flue penetrations fleshing sre'properly installedand sealed.. " �Qas Fwmmg appliance vents must be inspected to;ensure connection points and penetrations through the roof 9. Water and'drain,systems ilf water to home is available checkall'thucets for operation and check each fixture P traps,for any leaks. Check to make sure all waste.phnbing has been per plumbing print that is s pped With the home. P-Traps must be :ifischecked lfated to, tie sure they, are,wellh-"; and covered: IO.Interior-details lnspectall interior Snrsh'details; such as molding;paneling and carpet. Check all drawers for' o' r o eratiom Cheek all interior windows for brweiop6riflon. I Ir EntryAecess Temioraii access installed at entry door. 12. Clean up Make sure the' interior and exterior of die -home has been cleaned from installation of materials and debris. l-9.0 I Chapter 10:1- Reldctdon of-ike,Home if-it-is-noop- i—,tc MAWFA&F" ,X= WOOD BdA�KING -,R666'Wlnd:-inA;f6 ;your -home auto a highorwiud zone location or t+cof load zong oc.thesme! zone rhea wLat the home Raftaoe any X=6vWt*.Orvl", as=piro&bjthe =mufiw=. Bo,sulathat thwaminfinod cc�vc*. have, at -had V16"� I grad -.and do cot have any cracks or splits. Check`cad -rV* beariag� and brakes as acc . emy. Plate dust am lion Homes Sefieata"suppoctelnopeanroaaetaataxImtunoffoarfoaoaoama. AOOAOVED:sy INC, room T-'10.0 Note: Prior to lruiollafbn, refer to arty local, state and federal regulatiorm to assure proper oompilance. Soil restprobe the onchcr location In order to match fhe soil ob fffcallon wllh the proper oraha. WI N&M(e Ahsanchors®A� 6.- waming: Beforeground anchor installation, ANCHOR INSTALLATION determine that the anchor locations around home will There are two basic methods of installing not be dose to any underground electrical cables, I anchors, each equally effective in properly water lines or sewer piping. Failure to determine the securing manufactured homes to the ground. location of electrical cables may result in serious CAUTION: The Installation of anchors with a personal injury. drive machine is a two person operation. MACHINE INSTALLATION In this method, the anchor is turned to full depth into the ground by an anchor drive machine. Attach anchor to machine. Placed anchor in proper position in line with strap and machine. Anchor should be Installed at a slight angle as shown to assure head being positioned behind future skirting. MANUAL INSTALLATION A hole is dug to a depth of approximately'% the length of the anchor, in the proper position as explained under machine Installation. After the hole is dug to %_ the length of the anchor, then the anchor is turned into the ground by hand, using a rod or length of pipe for leverage or by machine. After anchor is installed full depth, earth is repacked, six inches at a time. OF STRAP TO ANCHOR HEAD Insert bolt Into head; attach nut Bend strap 90°and take at least loosely. Insert strapin slot of three complete tums on bolt until 5180 bolt until strap is flush with strap is taut. far side of bolt. 1. 2. Bolt is turned with 15116" socket wrench, or adjustable wrench, on APPROVED BY hex head. With square hole in anchorhead, hold bolt under tension REVISED while repositioning -.wrench: Place open-end wrench on 5/8" square yl°nOr' shoulders of bolt Align square shoulders of bolt with square hole in N ANP. 3, anchorhead. mina om�suzTMnuo.� Hoidingshex head of bolt in position, tighten nut to draw square shoulders Into square hole. Shoulders are now in locking position; continue to tighten nut. Tensioning device is now in locked, secure postion. Note: The tensioning bolt can be inserted in the head from either side. Notice: In areas of severe cold weather, where possible damage could occur from frost heave, 4. the homeowner should be prepared to adjust tension on the straps to take up stack. 1. 1-11.0 MINUTE MAN ANCHORS, INC. INSTRUCTION FOR USING MINUTE MAN STABILIZING DEVICE Minute Man stabilizing devices are designed for use with Minute Man anchors and intended to laterally restrict movement of the anchor through the soil. Before Pretensloning After_Pretensioning 2' for 4' disk anchor Strap i 47 for 6' to larger disk anchor � u Stabilizer Plat I Stabilizer Pla APPROVED BY GroundAnch ytj�QD Ground Anchor—+ 100 � �ti ZINC. tmeahrews.na®.dt< arsaixn...e ruornwmaos 1. Place the anchors approximately four Inches to the inside 4. Place a stabilizer plate to the Inside of the anchor shaft (side of of the exterior wall line of the home or a sufficient distance shaft toward center of house) and the distance Indicated from the to avoid Interference with the skirting (see above) shaft. 2.Hold the anchor at an angle of approximately 10 degrees 5.Orive the stabilizer plate Into the ground until the top of the plate Is off of vertical so that the head of the anchor Is Just outside 1' below the surface of the ground. the sidewall (see above) 3.Install the anchor to a depth of approximately one-third (113) the anchor length. FRAME TIE TO ANCHOR Long'ttudlnl Frame Tie To Anchor Main Beam Longitudinal e— Ttedown Strap Anchor with J Stabilizer Plate 6. Install the anchor to Its fug depth. T. Pretension the anchor by pulling It up to the stabilizer plate. Pull the anchor approximately% Inch more while It is in contact with the plate using the strap and take-up bot to prove the anchor head. Frame Clamp with Strap. Lateral Frame Tie To Anchor Manufactured Home 1 Beam Frame Level 60' Max When the angle of the near beam frame fedown strap exceeds 60' the far beam frame tiedown strap is installed in addition to the now beam strap as indicated by dotted lines. Proper earth anchor with stabilizer for soil condition (or approved alternate i.e. E-Z Anchor) FRAME TIE INSTALLATION INSTRUCTIONS Frame Tie With Buckle l 1. 2. 3. Thread sufficient length of frame tie strap through buckle as shown. Next, thread long and of strap between frame and floor of home. Bring strap around frame and back through buckle as shown In diagram and fasten to anchor head. Diagram showing strap In position around frame and through buckle. It is Important to remove all slack from system. Note: Use of a single buckle is an appropriate alternate. Single Slot Buckle 1Nith Strap Frame Tie With Hook �ToMdar % x 1 ^ Grade 5 Bait S Nut Locking Clip Enlarged View of Frame Beam Place buckle at top of anchor side of beam, pass strap around beam and through buckle. Pass strap back around beam and through buckle to anchor. Strap will wrap beam twice, Remove all slack from system. LOCKING FRAME CLAMP II MMA-33 ASSEMBLED UNIT Minute Man Strap wiltadius Clip 4_ To Anchor 3. Enlarged View of Frame Beam Attach Frame Clamp (Hook) inside top flange of home frame. Brig strap around frame. Place strap between frame and home as shown In sketch. Pull strap tight and attach to anchor tension head. APPROVED BY VISED Nv1M2017 RNC. FUMMMWIiACXnED XOxE oxarwamuuo srtx snuo.ms Home Frame Pivot Clip must not vary mom than 10 Deg. from Perpendicular to Beam. 1-11.2 V - 1PANEUX IwmuLKIL"n M March 4, 2013 Minute Man Products 305 West IOng Street East Flat Rock, NC 28726 Dear Sir, I have analyzed design drawings, physical testing reports, and installation instructions for the Minute Man Products listed as follows: 650 518 DH 4636 314 DH GW 2—NC2 100 DH 650 3/4 DH 4636 7/8 NC XDH MMAS (Seal) 760 3/4 DH 4636 3/4 EZDH 48 XDH SBN (Bolt & Nut) 636 5/6 DH 4430 3/4 EZDH 24 BA Pivot Clip W/S 636 3/4 DH 636 3/4 EZDH 210 DH FCI W/S 4450 3/4 DH 650 3/4 EZDH 210 JDH FCII W/S 4430 5/8 DH 660 314 EZDH 210 PDH BUC W/S 4430 3/4 DH 6650 314 EZVDH 36 DH MMA SD2 4442 5/8 DH w/vert. stabilizer 36 XDH MMA SD2A 8860 3/4 EZVDH THDH NC 2 (Stab. cap) w/vert. stabilizer THDH LS CT W/S CornerTie MMA 71 & MMA 71 C Longitudinal Frame Tie MMA 31 & 34 LLBS Longitudinal & Lateral Bracing System Locking FCII MMA 33 MMSPP Longitudinal Stabilizing System EZ ASTS Support Tube System My analysis of the physical test reports defines the breaking strength of each of these anchors and their component to be in excess of 4,725 pounds. The strapping meets federal specifications OOS-781 H for type 1 class B, Grade 1 strapping. The strapping also meets with ANSI 225.1 standards and ASTM D3953-91 standards. The strapping is 1 %" x .035 minimum, hot dip galvanized steel. On file are testing reports of direct withdrawal strength of these anchors. These test evaluate the anchorage strength of Minute Man Anchors installed resisting an axial and 45 degree angle applied withdrawal load. For the anchor; listed on pages 10 and 11, the average holding power meets and / or exceeds the required minimum of 4,725 pounds when Installed in accordance with manufacturer instructions in the soil type and class shown. The LLBS Bracing System was tested for Wind Zones 1, II, & III. APPROVED BY REVISED 2/14/2017 INC. cEOEaaI rararrAcrw�xorrE coxsrmrcrroouros 1-11.3 kYj I z IA • I; 1 • roa¢RlmBiwt+l>nv:eu �OWiA1mBLffii•GLI8DOO7EIdN88eBo� l02ARG111ABOEOWDT37!>ID�1-> .. NWAM AHO�L87IId'18BBB a81G '>88BBBA7f@RiWPA1Si0>Z7fffiID�IOA 61kVClT71t�U.8tr8A78QiplBylO[8C'[ W�IDOWm WRID i9o1�3AN97 gID180P NIImOW 7077` t run . . 77A8 I70 mx I- 4VA { 1 IWWK Won 1 IWli• I. 1 I I� • I" 11 irallooWlaNMIMUMM ARIQTiID•Sm6i . :; : �urT . 1�1�11�11� I�I�I�fl■ I� �L!■� Oil .APPROVED BY FEB L P inn INC. sommm APPROVED BY Revised Dec 23,2008 INC. fED . pgNID'1LTIND:D Wi61NUG7IDNN0 SAfE1TW5T11ND1YiD5 Chapter 13 BLUE NAIL DRYWALL OPTION ON SITE DRYWALL FINISH (MULTISECTION ONLY) I. IN -PLANT FACTORY REQUIREMENTS & INSTRUCTIONS • Install unfinished 1/2" gypsum wallboard in all norms that require the 'Blue Nair finish option as indicated on the purchase work order. All wallboard shall be Installed & fastened In accordance with the approved Dapia manual requirements. Ceiling gypsum, where installed, must have all seams taped, with entire surface sealed with vapor barrier In thermal zones 2 & 3 (1 perm or less rating). • Install all drapery and minl-blind hardware according to manufacturer's Instructions. • Ship loose all drapery packages and mini -blinds. • Ship loose carpet, pad and tack strip. (Altemate: factory install carpet, with plastic protection). • Install all passage doors. • Door casing in all blue nail areas shalt be shipped loose. • Ship loose any & all feature wag mirrors and hardware. • Ship loose cetling molding & base board. • Aluminum framed windows shall be plywood stripped with paneling storms in the factory. • Vinyl framed windows shall be stripped with raw gypsum in blue nag areas to be finished In the field. • All wardrobes and closets shag be finished In -plant per standard specifications. • Any and all wainscot in blue -nail areas shall be shipped loose for field installation. • Atl electrical fixtures (receptacles, switches, thermostats, smoke detectors, eta) shall be factory installed. • All required testing (electrical, plumbing, gas, etc.) shall be performed in the factory. • Each home section will be labeled upon successful completion of all indicated factory requirements. II. ON SITE- FIELD INSTALLATION REQUIREMENTS & INSTRUCTIONS • Finish gypsum wallboard in all blue -nail areas: Mud & tape all seams and comers. Fill all fastener depressions. Finish mudding with knock down texture or smooth finish. Apply paint to all drywall in blue -nag areas. NOTE: ALL THE FINISH MATERIALS (MUD, TAPE, CORNER BEAD, PAINT) SHALL BE PROVIDED BY DRYWALL CONTRACTOR, AND ARE NOT INCLUDED AS SHIP LOOSE ITEMS FROM THE MANUFACTURING FACILITY. • Vinyl window framesfopenings are factory stdpped with gypsum and shall be finished on site. • Install all ship loose drapes & mini -blinds • Install ship loose carpet & pad throughout home • Install ship loose ceiling molding & base board • Install ship loose door casings In all blue -nag areas • Install any & all wainscot shipped loose for blue -nail areas • Install any & all shipped loose feature wall mirrors. • Complete all interior trim and perform all standard multi -sectional close-up procedures as specified In the installation manual shipped with the home. • Perform all testing (plumbing, electrical, etc.) as required and indicated in the installation manual shipped with the home. • Retailer shall assure that all Instructions as outlined herein are complied with. • Door stops installed, closet shelves and hardware shipped loose. 1-13.0 INSULATION IN THESE AREAS a b //me INSULATION IN THESE AREAS DOOR SIZES 23'x6T ROUGH OPENING 23 1/4 x 6D 1/4' APPROVED 13Y NSep 17,2004 AINC. FEVEWW WAbIIxEDxexE corm =NmowhlyvaxDADos COVER DOOR WITH 3/4 PLYWOOD IN HIGH WINDS OR EXTRUE WEATHER. NOTE 3/4'x30 )W Plywood & (32) {8x2 1/2' wood mews ehfpped Iooee fn the home. 9/18/04 INSULATED DOOR MODEL #6600 4.1 wA or DRY oil DESTINY L.L.C. DAILY AVERAGE TEMPERATURE MAP INSULATION IN THESE INSULATION IN THESE AREAS DOOR SIZES 2r x SW RWGH OPENING 23 1/2" x BD 1/2' OOVER DOOR WITH 3/4 PLYWOOD IN HIGH WNDS OR EXTREME WEATHER. DENOTE. 3/4'x27'xS4' plywood h (32) Rid x 2 1/2' wood •erowe MIpyW Team In the home, 27,2004 I -- HEATER DOOR ALT. _1-- I DESTINY L.L.C. AT 9/23/04 MODEL #6eM 4.1 MM er DRT 14>< 9/23/D4 wo �E O map. __ _ ALL I i-i4.i INSULATION IN THESE AREA h R7 MWIAMON 7/16' 0 : VINYL SIDING 10 J CHANNEL rRl V-2 1/2' WNYL DOOR WM `4 APPROVED BY J Ml 26.2005N �- —••w wr aunuomuowmswmwnct SPECIAL NOTE IF IRIS COVER PANEL IS REMOVED FOR ANY REASON. 'BEFORE REPLACONG' YOU WALL NEED TO RESEAL THE OPENING FOR 'WEATHER PROCFDIO'. THEN REATTACHED 7HE COVER PANEL ?41 ._ J CHAN SIDING VNYL J CHANNEL NO.2W97 R1 ttr STATE Ofe tg COVER DOOR IM7H 3/4 1'LNYDOD IN NIGH I WINDS OR WRENE MFAYHaL DENOIE 3/45Q6'ri6S• Wy.eod J< 32 A :: 1/2' wed � �hlPP�d Ieav to the home. INSULATED COVER PMEL WATER HEXAOOES9 rn CRT aa10-14—: DESTINY L.L.C. qtl I-142 d Q1t1X471OPPLATEMML _I BLOM"GTOBE PMTE EDT08TUD3 VVto THc■ 2 UTA1Bt1A 9TAPLEE. QUO ORIVA BOTTOM PLATE NIL sae Umlm llw Rafe TO A.00ESS FZWVEAM SCREWS AND TIM REMOVE PANEL L'w WOOD aC TYPICAL UPC '® FORACC88SWINABTONE STEP IN FRONTOP IT MOM 1. ALLAOGESSPANEL88NALL13EPASfENEDAT24=W/ Na 0 X 11Q' SCREWS. a ALLAccE pANELB tBTONq STIALLBEPASTENEDAT24•o—w Na BXS•BCREVYB. APPROVED BY p Ian DUf owo EPANDTHEN Sep 15,2008 SPAN TDe N AiNc. mNsiNlRlkW ANC sMETY 574N0AR�1 wood aeREYYs TYPICAL OUTCFTH REMOVE ENRE REMOVE UNSCMW AND MOVEOUT ouraFnleWAY. THENIffMOveAu.acREwsFOR PANEL ANDTHENTHEPANEL ATONE STEP ACCESS PANELS INTERIOR PARTITION WALLS DESTINY LLC ALL 1-14.3 9DEWALL EXTERIOR WALL COVERING (VERTICAL Minimum 5/16' 9 sum must be mud on the Ntadar side of the wall. REFER TO TABLE I At 2 WART FOR FASTENER SIZE STUDS O.C. 16 O.C. STUDS & TABLE 2 FOR 24' O.E. ANp SPACIN9 FOR FIELD FASTENING 1E.T 1 STUD GRADE SFOR TU SNP STUD GRADE SYP APPR V® BY Bap 29r2D16 INC. rerraaenrxnroxve connwunox uu awn r rarimf tOiH 420 PLF E)MMCR SHEARWALL USE 7/16' 00 94FATKNO MEN REFER TO T 1 A 2 FOR FASTENER SIZE AND ADD THE WIRDIPMNEL. SPACING FOR EDGE FASTENING (TABLE 1 FOR 16' OJI STUDS & TABLE 2 FOR 24 O.C. HORIZONTAL JOINT TREATMENT r by lypa hushing (motel ar plaglla} °uedapi 9 the ConPaml by a mlatmum OF OwbpPbW Panel must be blocked at all eelgn FastenersFASTEIWNG nshtant, 9MonMd, Sme nailing schedule must be mdnteMed. F Or staWea9 dod. Oactn-gdeenlmd an acceptable VERTIGI r JOINT TREATMENT but may exhibit Primal comealau The manufacturer Carlk (primed pnlduN andfyk Use aaflk v Relax based raeammoMs the use of gudity, hot -dipped 9dea ized tculk mnU41 ASTM C-6S4 Oro-920 standard@. Caulk nag@. The Mawfaclurr to not responsible for the should Ndlwis oerfamaneo that Is permanently Na tk nePe v flexible. iallols noun, monulachaeov requkernonl �er corrosion roman" of Indexers. Stainless atom appOcatim/uss . (no 2a) taxlners are recommended wh sldllaa Crnlward �raduett"u� gg Wn. Iv9e a,.1 ei btw. or CUTTING COPANEL WTOOWS "a1' 1. PosMiaT cutting stallmn so that wind will blow dun away from PNOYATIC FASTENING user and When In working area. Carbooard propucte am be hand nded of fadanod glib 2. We au Of the following mathadr a Pneumatic tool Rutoneuc axl0rhp In hipNy, ncanmmded o. Bast. R Score aW Otap IL Shears. (manual, electric or pnMxnotlo). Set atr Cresson so that Ns /ootrnr Y drMn mug with b. Bdr. Dust r4t¢Ing cirauly on equipped with a Mard}O61ede sew the eurfxe of Ind eMhtp. A 6wA mamt ot=krunl m blade and wwum duet extraction _ _ _ _ _ _ c. Coot Cucular am with a MordNSade sow blade (for for to we Indoor. and map. ar Nemw (manual. alectrk Or a not aver-dman nag heads cur aid roue -al an a S Position cutting station In wd-Yatt0clad area. rto9 th @.aunt dt, caulk rtal lads and odd a naD. B9• B) gyTW�g t o�prlmeid RW cut adpee. Zod'd leraunk CGram /�� �tI & t �/ Fv2 bUUipin°reawM aGsmo�n Vastamortc J a LOW cotmdyyhtp with ASTW Z1 ,jnetlx do n—cT uunder donot �NOASTY N CoWkinp/aOnadnt mwt tw applied a cordanc:pNRf drive mega a le the csulkineadumt manutaelurr's written Instructions or ASTM Cttt CEMPANEL V EHTTCAL SIDING STAtTG(:RED NAILS O 6'0 C x 4 stud x 4 mud ALE DOUBLE NAILS O 16' 0 C Man m Par WeOpp to 9p betwo, then Milk If O.C. FR 1 WIND ZONE I Wo ZONE 2 WNO ZONE 7 W slew tr ox. W (re r 0e W cw r oa. W mar v oe r hr rer r oe ee`. W rww r oe . u.tuaeer ``ee°��`rr�.rw.. s �.r�sr..S'feac�fl7�AE"itIA�S)esrrd tMR-)wYe ' D.C. FRAMIN T WIND ZONE 1 WIND ZONE 2 WHO 201E J Wery.raa Waa.ree OVA W red 7 0.e seae� W IW r are eeev rr/A tl7 rr .a G«rrt-1 ewp e CEMPANEL 901NfS ARE PRIMED WYH AN OPAQUE ACRYLIC PANT AND SMALL BE COVERED ON A HIGH QUALITY. t7OEIM GRADE ACRYLIC. IAWK PVA. SEMIGLOSS OR MT PAINT. HER - 403 REPORT Dept. of HUD Materials Release 12M Dade Cemty. Flordta MCA No,02-0729.02 e2'°® ALA DNDE°LLR v OF• C�DAULI( M • APPLY ECI M EMBERSS 816���.. � P, 7ir7111, c, Ii r alas ALL DFSTiM' HOME BUILDEFS ]yp]U Hy mmP r T 7 SECC m fl pp A -1 Ley■ MIN � � �ZN L GC R2 �eTHZ OAH J00 w+ S� $C LM� m�r1 �w2 -�i1 A� `�ggL pm sZ �_ o 9Ztar N Tea i• a' e w_ eaexm o ��Ib >_ m yip Z F C- �jyHrw �ms> 00 .5 JCj Z MKti>r��T��CF wg;> �C P� Niel > CZ X O� MR p r-I .in czar ash °w.ai •.i 1-1 �$ �mPF� �i Api ao�QFf� �'wa.ai � v p�,ai�� 5je�g��na n d PAmz�'O S� �`))NAG1y'J6(())bmI'"�•' �• ! 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Sa O Q wm et C v d Z U p Q� o i�fp affil N a m 8~ 1 yy ,� c „� o a c �� .� 8gi$i IA a°. 31 7 a 3Li H APPROVED BY 17 ®ON PIZCUMMKTON AND SAWN STANDARN I Distribution "HOW TO PATCH SHEPWEAVE H BOTTOM BOARD" Shepweave II and Shepweave II Perforated are homogeneous products composed of strands of high -density polyethylene woven together and coated on one side with a continuous layer of black polyethylene. Shepweave II perforated is micro -perforated The suggested patching methods for both are as follows: SMALL REPAIRS 1. Small cuts or tears may be repaired by using UFP Distributions 47, 6" wide BL-1000 Series tapes(TABL1000 or TABL006), 2", 4" or 6" RVTAPE all of which are made from actual bottom board material, or one of our 2" duct tapes, TACPI or TACP-620(heavy duty tape). These can be used in the following method: Make sure that the repairs are securely covered with whichever tape you use, and that the tape extends beyond the damaged area by 2" or more. TACK and TACP-620 will many times, require several pieces to get the right coverage. LARGE REPAIRS 1. Large repairs (for areas where the bottom board has been removed to do plumbing repairs, etc.) can be made by using one of these methods: A. Large repairs can be made using UPP Distributions 28" wide BL-1000 Series tape TABL028. Again this material is made from our bottomboard material and if applied right by overlapping the opening by at least 2" will give you an appearance of the original bottom board Other patching methods most of the time will appear to look like bandages. B. A large repair can also be repaired by cutting a piece of standard bottom board material to a size that will over lap the opening to be repaired by 2" all around. Apply Shepherd Distributions TABL1000,TABL006, RVTAPE-2, RVTAPE-4, RVTAPE-6, TACP1 or TACP- 620 tape around the perimeter of the patch making sure that the tape is distributed and applied evenly on both the bottom board being repaired and the patch. (If for some reason none of the tapes above are available. any equally good pressure sensitive tape may be used). In addition to repair tapes, a spray contact adhesive can be used to adhere the repair material. AROUND WATER SUPPLY OR DRAIN LINES ETC 1. Cut a patch that is larger than the area to be repaired. Cut an X in the patch and push it up over the pipe. Secure patch to the bottom board with tape. 2. Use eitheffABL1000, TABL006, TACPI or TACP-620 tape to seal around pipes. PATCHNG LONGEVITY Please keep in mind these important facts: 1. The patch should be of such quality that it becomes an integral part of the bottom board. 2. The patch should be made out of material that will last as long as the bottom board product to which it is applied. 1-19.1 DMAS4FYSL[ TELESCOPING AIR ON V 13Y BEHOVING f� SIRTWS SO THATWNOI THE "M DECAON OF q IS INSTALLED. THE OPEN 00) WILL K NO LOWER TNAN TNT DOTTOM OF FLOOR JOST. © NSTALL CLAMP a WHO TO JOIN V?PER PPE TO WATER KUTEL OETe1L •e• ' ADJUSTABLE A1R EVIET ASSY. __ _ — - __—_ (( — AW PIPE AL- 1N PIPE PART 1f080) HOLE IN noo PIDOR FRANE ART INIRT PIPE TO u NO SUT A �• l3011 1�01VOERR THAI JObT.00710M OF 7� PAPER. PUSN up . 1• AND THE Tb UP ADJUS7AYLE AIR DUET ASSY. I PPE. (SIM PART #0111150) PAOTOWINGIALLArION WrAiL IA FACDDRYINBTALLA s ® REMOVE TAPE FROM BOTTOM DOMD WHERE T A w f< IS ATTACKED TO " AIR OAET PIPE. ' MEN INNER AIR tNIRr PIFI DER (IpNpD pIP[, Tr. ER mm up A SEOURR PUTS TOOE TNER TKINIUMN PUNCH HOLES IN am PIPE ) PINO WIINPWDVS[D. LOWER OUTTR R INLET PIPE PULL ROTC PATER DOWN AND TAPE TO LOWER AIR ®REMOVE TINE FROM DIDAW INLET PPL WATER WARR AIR INLET . TO ►NGV{OE ROOM TO INSTALL R" SOUPITMI SECTION 0/ PLLA� ' .. RJEIM ALIATION DOTA0. O RELO,NS TION C ' `\\\\II\111LIt1UlJ/IJ/� 4*4 0 yi • . ? n 3z • .212W3 i '� 1p1/Y � $ niqmt :NOTE WKINTHISAPPLIGATION GCOUM TFEB PAGE NLW BE TAPED ON Ti(E E MMCAL PANEL 11PP QIWWVVfIA6A WAANlNMl ABET FOR PROVER R9.D UWALLATION• Jan 16,2001. -WATER HEATER AIR - INC. IN�r WORM. MDYW pYyu1� AC "CCNSIWUCIWIAAOQRTV S'fMOA1BL f1LP RIM - ADD. +F4.0 vm JMSrr (ASIMED 2) AS : r woo Sawn AT 16• CA uAX NO STAY N RAW QBcIm imm J PARR OM RAx. %`mow+ gasawPaRrmoaaLocklmu'x-out tr ,//*��2-���pyy'cL'ai 7Sg{ry I WPM OBAY Is F •x 2S' x f p1AW7YR AT ElC1! �n e« y 22372 a may Aq; CORNER OF BAY PER. WTNIS A & IL ' (MAY BE CUT FROM A STANDARD v� ,4•r�;��\` jrLE FEE JOISTS 1-BEAM (4" RECESS) OU$DOEixR PROPHAY OF18rkIARq O ,�4 zP war. SEE NDTE 2 B Lam. ' `p\ prUgRnnRIgIA >t°'-D' MAx 1. ALL BAY FRAMING MEMBERS TO BE 2x8 Na 3 SPF GFkdtRE WAIX-0UT BAYFRAMING TO BLOCKING .EQUAL .OR BETTER.w4).131 ' x r P° MAILS OR (8) 7ps" x 2- 2. MUL11PLE JOISTS TO 8E FASTENED TOGETHER x1BgcSTAPLE& FASIFLI SEPORE BAY B W/.131 x 3" PD NAILS O 16" O.C. MAX. OR ZY A ax=16 To Dwelt Ew JoKsT. 771W x 2 1/2" x 15-GA STAPLES ® 127 06Q PLACR WN JM$r GP Ei [A 3. DECKING TO BE APPM SO AS NO SEAM WILL ENSTWALK BEOU THIS MAN FLOaR AND THE IS IS ALSO GLUED WALEC-0UifiAY(ANEiLEDS-WEPp01ADw�L1HEEOTFAJBB TOW AY 4.FOR •12" MAX. WALK OUT DAY WATH ROOF CAP (UNDER NORMAL EAVE OVERHAND) REFER TO FC-3.0L &REFER TO EW-8.3 FOR WALL AND ROOF DETAILS JOsis PPAY@7tR EDGE R101 ILOUIRRMS SHALL BE VELDED TO FRONTHEADER �FIODR TK SAME WAY THEY ARE WELDED TKO I -SEAMS AT SUDEIIALL--_(SEE WD--&O). 7.A PIER IE REQUIRED AT EACH CORNER OF THE ASiDI PER WALK OUT BAY (2 TOTAL FOR UP TO 60 PSF ROOF LOAD).' •REFER TO OAKWOOD WSTAU.ATION MANUAL' FOR PER DETAILS (THIS COPY IS TO BE INCLUDED P -W sippgiTew VATH BAY) E -, MANUAL FOR HONES.WrIH A WALK OUT -- - - - -- q� , m.��xy�, , IFGURE WAIN -OUT BAY FRAfEMO TO mownLo .._. �."—' J-�Ir1 w/ (4) .131 x 3' Po NABS —j A x ED bTMIEIi. FASTEN lifYLFE SAY;' � 1.11�A�Bpii/Y�1SID, ATEACMED TO DOUBLE ETD IOI5T. fli{i�ji7LP _ MACE PIERS UNDER RN JOIST WD'HTRUBMAPDEAVE . OF FLAT BAY WALL I E auff m[ BAY BAY WILJSI»TRIM B ' 1h°� Tag M�TTELaO WMX-= ❑PERATI❑NAL SMOKE ALARM TEST PROCEDURES PER THE SMOKE ALARHS MANUFACTURERS INSTRUCTIONS SMOKE ALARMS - VERIFT PROPER OPERATION OF SHOE ALARMS BE PERFORMING THE FOLLOVUIO STEPS. 1. DETERMINE THAT POWER SOURCE IS CONNECTED. T. VISUALLY CHECK FOR PROPER CONNECTION TO POWER SOURCE. & MANUALLY DEPRESS CHECK BUTTON AND ND.➢ 17 DOWN FOR A HONINAM OF D SECONDS. s. SOUND INDICATES A VOWING SMOKE ALARM. S. N THE ABSENCE OF SOUND. INSTALL A REPLACEMENT SMOKE ALARM AND REPEAT U TH➢tU IL FOR BASEMENT AWES INSTALL A SMOKC ALARM AT THE JUI CTION BOK AND TEST ALARM TO ENSURE POWER. ALL SMOKE ALARMS ARE TO BE TESTED. TO ENSURE ALL SNOT[ ALARMS ARE MTERCONNECTED LISTEN FOR OTHER ALARM SOUNDING WHEN TESTIM4 APPROVED BY R * Bed Deo 23,2008 INC. FEDERAL MANUFACTURED HOME COHSIMC110MA101 SAFbfV SIANDAI09 DE slmB s RmOE IRv IRu NML m a RLONE RN1! \ stlwatE TABS *W - 7r� . � OIKOlIR vO s ht/2' RIOOD S7KMS— OE S= DRO ROD► EOOE RN1S OII RIDGE nun Ir O.C. (L)• MAL OAP AE WM FLOOR JOUM 5 3/40. ERRTIRMs rOR HAmAOE WALL] TALLER THAN tOS' WIOI W O.C. STUD; MAL GAP BETWEEN FLOOR JOISTS IS 1/4'. CAN MUST RE SNRBRO AT E CH CONNECTM W M DDIFNSI am LUMBER. PLYBOOO. ON OIL FASMn LEHOTH MUST BE MCRFASF.D F NECESSARY SO THAT 1-1/2' PETETOATM WOO JOIST IS MAIKAN= 2A FLOOR SOOE ALL FOUR TAPE mm= 1. sE I-4.2B AM 1-428 FOR ADOMMAL MT[RCONNEOTION DETARS. 2. USE [2TRA MSULATION OR FOAM SEALANT F MESSAW TO MMDOSE AM INFILUTION AT ALL CAPS. 2A COW. BOO► EDGE "K. OR RM BEAM. MARRMOE LME S ESPOSORE APPROVED BY NIPVC19,2als F®eALL YGOratMtn MfE casniucnn sup sAr2n snwwa L SfACGRAW FROM P THE ROBE FOR WWE ZONE roil WMo ZDNE Interconnection For Exposure D B R" OWr DESTINY LLC mx.a/10/2015 Rn r ADD-#18.0 WIND ZONE 2 EXPOSURE D TIEDOWN SPACING CHART HOME SIZE BOX WIDTH I-BFAY SPACING MAIL. 1IE00WN SPACING YA1L FLOOR HEIGHT ANCHOR ANGLE 14 WIDE 160' 99 1 2' 3 N. 20 In. 46' 14 WIDE 166• 09 1/2' 4 ft. 39 ID. 36' 16 WIDE llw 99 1 3 8. 36 Iro 47 is WIDE 106' 99 1/2" 4 It. 34 In. ST WIND ZONE 3 EXPOSURE D TIEDOWN SPACING CHART HOPE SIZE BO% WIDTH I 1-SEAM SPACING MAX. IEDCWN SPACING MAX. FLOOR HEIGHT ANCHOR ANGLE 14 WIDE I 160' ISO 11ri 4 IL ISO In. SS 10 WIGE I 1B6' I 99 t/Y 1 4 R. 1 40 APPROVED BY .�2005 CFEDEP/11. WINFhqE CONSRWCTION MD SAFETY STANDARDS WIND ZONE 2 EXPOSURE D TIEDOWN SPACING CHART HOME SIZE BOX WIDTH I -BEAM SPACING MAL TIEDOWN SPACING MAX. FLOOR HEIGHT H ANCHOR ANGLE t4 WIDE 166• M 1 6 ft. 70 In. 73r 14 WIDE 10M H 1/2' S If. 6D 1n. 77 16 WIoE we OB 1/2" 6 tt. 73 In. 67• 10 WIDE 1B6' 00 1/2' 3 K 60 DL. 69• WIND ZONE 3 EXPOSURE D TIEDOWN SPACING CHART HOME SIZE BOX WIDTH 1-BEAM SPACING MAX. TIEDOWN SPACING I MAX. FLOOR HEIGHT 00 ANCHOR ANGLE 14 WIDE IOr 99 1 " 6 H. 69 In. 75' 14 WIDE 1660 » 1 2• 4 IL so In. 7s' 16 WIDE ISO 99 1/2' 3 11. 74 Im 6B' 16 WIDE 166• 199 1 4 tt. I OD tn. 1 71• SKIM NO, NOF TEDOWNS FIOYE SQE MAX. HOME SO'E MAY. WALL Nfl6HT MAL VERTICALMAX. 14 WIDE 13'-10' 0 -0' 2'-S 47 4 16 WINE 13'-8 W-W 2-7- 4Y 4 WND ZONE S D MAY. WALL NEIOHf MAX. STRAP ANGLE N0. OF TIEDOWNS HOME SIZE MAX.HOME SBA: 14 WIDE 13'-1D' -0 2'-3 47 4 16 WIDE 13-6 91-0 2-7 46' 3 mQWR- 1. REFER TO PAGE 4.13 FOR ALL STRAPPING AND ANCHORING REQUIREMENTS. 2. ROOF SLOPE WAY NOT EXCEED 20 DEGREES. MAX. EA4E a 12". 3. MAX. SIDEWALL HEIONT IS W-D' UNLESS OTHERWISE NOTED. TIPS INCLUDES 6' FOR THE FLOOR AND 6' FOR THE TRUSS HEEL HEIGHT. 4. BOX WIDTHS LISTED ABOVE REPRESENTS MAXIMUM WIDTHS FOR EACH HOME Sae. i. INSTALL. THE FIRST LATERAL TIE WITHIN 2' OF EACH END OF THE HOME. WZ 2 & 3 EXPOSURE D SINOLEWIDE SIDEWALL DAt9A or. MSW OMTNYNDUSTf M%U.0 DAM 3/31/06 we — I ADD #18.2 � � FLOOR A$EYBLi W�KN To OPPOSIFE POEAY FTONARL4f 1-BiAM N PERT. 716'S REOb. 4 jr�REOro. ANCHO ANOLE VFRT. fE9 AxcxaR ANDI[ 00 "J`Wti PCAR�ryryio �(/ryig_ � 69 aI�1�'YSy �1 2614 1'ePJJ,,.�^���w� J biiry-'RW $nta� TIEDOWN SPACING REOUIREMENITS-NEARESTI-04 A TEDOVUN SPACING REOIAREMENTB - OPPQSfTE I -BEAM B LONGITUDINAL MEDOWN REOIAREMETVTS C HOT", 1. RIM W PAW a.13 FOR ALL SIRWRHO AND ANCHORMO MWEYENIS. x. ROOF SLWE WAY NOT EXCEED 20 DECREES. WAX. EAVE IS I3•. 3. MAX. SIOEWALL HEICMT IS lY-0' UNLESS OTHERWISE NOTED. THIS INCLUDES 0' FOR THE FLOOR AND 0• FOR THE TRUSS HEEL HOW. /. 8D% MDTNS LISTED ABOVE REPRESENTS M=WM WIDTHS FOR EACH HOME SIZE. S. INSTALL THE FIRST LATERAL TE WIINM r OF EACH DO OF THE NONE APPROVED BY ]my 03,2o INC. FmrAN tswFAcniuoxs� min�AsaNAAAssanrslAm�ums WZ 2 & 3 EXPOSURE D MULTIWIDE SIDEWALL EDOWN REQUIREMENT ORAW m` WSW aA1c ]/]t/00 _ OESTINt' MUSTREM LLC ADD #18.4 WIND ZONE S ODOaYRE O IEDOMI lPACDIO CNARF HOME SD6 BO% MOM I-HE•YI SPACING Alm YA%. TODOYM SPACMO YAK BOOR NEIQR ANCXOR ANGLE m WID6 ta0' 4 ft. 33 b. ST 32 WIDE 170' 89 1/Y 1 11. M N. SI' MND ZONE S E7m05URE D 17EDOYM SPACMO CNART NOYE SRE RO% MDIM I-BEW 9PACIN6 YAIf. 1IE00F/N SPACM6 YAK ODOR XDCNf ANGIOR ANOL[ 18 MDZ 100' W 1/Y 4 R. Z< tn. IS' 32 MD6 178' 90 1/T' ♦ R. 31 N. IT MIND mNC Z E7TOBUtE D 17t90WN SPACNO CNAM BO% WIOIN I -EERY SPACMC MA%. TEWWN SPACMO YAK i1DOR NDGif ANClgR ANCIE 138' N 1 3' 6 A A K Z0 170• 091/R' 3 A eD K 3S ta0' 99 I' 0 R. 68 ti.1S L IM' 99OD K 3T 1BO' 09 1/T' B AIn 1P 160• fro 1/3' s A W N. 170' N 1/3' 0 A 0B In T9' 170' 49 1 1' 7 R W K !T WIND, ZONE 7 Dw9suRE 0 n®AWN sPAelxD ewL9r HOME 9DE BDX WID1N 1-�W SPACMO YAL Ti000RN 9PACM0 MAX FIDOR Xf]ONT ANCHOR ANGLE 24 WIDE I30' 99 1 6 R >• K m' 2/ MDE 130' N 1 { A 60 K aS T/ WIDE tao' 99 1/T• S A ss K SS !1 MOE fa0' 99 1/T• 1 ft. BO In. ]S m WmE 100• 09 1 S A 60 IM1 m' ]T MD[ 17a• BO 1/Z' S A Ba UI. Ta 7T WIDE 170' 99 1/T' / R w K as XOYC 4� YAK NDYE SQE YAK MALL NDONf YAK 5TR1P A1101E N0. Oi TROOWIB 1A MOE -0 9 -0 3'-9 IS 0 2a MDC m -4 B -0 3'-10 Ia' 0 m W1oE 18 -s 4-S 1! 7 S3 WIOE m -0 9 -0 1'-11 IS 0 ND a [ D ALP �REMFNITS YA%. SIRAP ANOIE NQ Oi DZOOWNS NDYE 46Z YAK HOPE SIZE YNL MALL NEWHT T4 WIDE -8 0-0 S-9 IS 7 u MOE u-1 9'b -lo IY s m MDe 1-s S2 MOE zs -B' 9' a-i1• IS 10 Y r Y ADD.18 pBaNCiD=MWft and 3s111n2sy*d44j=j SsttlrgSTTsmpTADD•T8.8.UQ APPROVER TM -DO" STRAP AND ANCHOR (SEE NOTE S) APPROVED 17E-DOWN STRAP AND ANCHOR (SEE NOTE S) i SIMC12 RNACRET 6 USED AND W4AU1 I ORADE 0 ONLY ONE Nw. aml-Am MUST RE ON THE $ARE H" AS THE COLUMN. SPAN FOR A OR SPAN FOR COLUMN P A B C O i SPAN SPAN FOR COL C COL E NOTM LL 1 MIN 0 ENN6S tSRR OR OREENMR R THEEMURC D. ALL MARRIAGE WWI N LOCATIONS OE COLUMNRRACRETS AND T[-ORTRIS ACWRRpO 70 TREE TTAM AROM L (EACH ORACREf 6 RATED WARD m &N 0 I 3. THE CAPACITY OF LOTH THE TIE -DOWN MW AND THE OROUMam MUST DE s1s0 Las. women LOAD (Ans Los. ULTIRA%AN ~ IPOWDR =O.µDOUHRIE ETDiD�AMWOR W K USED. S. �NU sPOE PAGE &12 FOR STBAPMND WORE APPROVED BY y 03,2005 N Alm. FEDENAL MA"ACTMO WMSNpLT�A Alp SAFETYSTAIpADDs ALL WNLTP4WWN UNITS Wm0 ZONE a m BAR. TABULAR SPAN (F*J T9NE 2 RD 1 A'-lI' 2 11'-2• ♦ 23'-r ZONE 3 XD 1 3'-S' 2 a.-V• to -lo• 1Ta• MAXIMUM ao2 VADTH BRACKETS FOR MULTI - WIDE SECTION HOMES EXPOSURE D D n WIN OEsrnrmousTRW DAIC ♦/ZD/OS ADD 2t31m ADD #16.6 (T MAXIMUM HEIGHT OF SINGLE STACKED BLOCKS FOR PERIMETER PIERS COLUMN SUPPORT PIERS IS 54•. PIER BLOCKING FDI ANY SIZE CERAMIC SHOWER AAm ma moi m a>ma m' �a aw mcvsu. vaa. , .s, vnx z a r xas uve a V� BLOCKING FOR OR CORNER y� •• �wu sm�vau Vn w NOTES, L MAX HEIGHT OF SINGLE STACKED BLOCKS FUR PERIMETER PIE AND WALL PIERS COLUMN SUPPORT PIERS IS 5Y. LANY HEIGHT GREATER THAN 54' WILL HAVE TO BE DOUBLE STACKED PIERS ANY HEIGHT GREATER THAN 67' WILL HAVE TO BE DESIGN BY A REGISTER ENGINEER OR REGISTER ARCHITECT. 3.EACH PORCH POST WILL HAVE A PIER UNDER IT (ENDWALL OR SIDEWALU. C ENDWALLS OPEINING DOESN'T REQUIRED A PIER. THEY ARE SUPPORT BY THE I -BEAM. m we APPROVED BY 126ad Jan 26,2012 INC. omnmurnoa no sssm sruaoros LABELING PIERS PERIMETER AND MARRIAGE WALL mum Br. DRT DESTINY LLC DAM 1/13/2012 ur. - ADD 1-18.8 a Destin �, Industries, U.0 250 RW Bryant Rd — PO Box 2947 — Moultrie, Georgia 31776 Phone: (229) 985-6200 — (866) 782-6600 •- Fax: (229) 873-6620 WHOLE HOUSE VENTILATION SYSTEM OPERATIONS ADDENDUM FOR HOMES Attention: All Clients/Customers Please be advised that your home has been equipped with a whole house ventilation system. Locate the wall switch labeled, "WHOLE HOUSE VENTILATION". Make sure that the switch is always in the "ON' position. APPROVED BY Revised Deo 03,2015 INC. FEOERILL WUNFAQURED NOaE comsiW cnOX MD SWEN STMOMS I -ADD 19.00 "A Company Built on a Rock Foundation"