HomeMy WebLinkAboutINSTALLATION MANUALtiny
BY
St. Lucie County
FILE COPY
INSTALLATION
MANUAL
�w 250 R.W. Bryant Rd. * P.O. Box 2947 * Moultrie, Georgia 31776
Phone:(229)-985-6200 * (866)782-6600 * Fax: (229) 873-6620
IPPING MAT
NOTICE
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,
Is
Remove all plastic on marriage walls, end walls, and on the
roof.
Remove all stripping and seal alt holes In asphalt shingles:'
1.
I.
A
DESTINY LLC
Installation Package:
The Installation Package includes the following:
1. Installation Manual
2. Homeowner's Manual
3. Electrical Schematic (model specific)
4. DW V Schematic (model specific)
5. Door CheckInstaWon Instructions
6. Lock -out Breaker Instructions
7. Warranty Infomnation (flooring, siding products)
I-0.0
BY
'Revised
Dec 23,200E
INC.
C.orauAa m ondu pumlmao of your new t uod home:. Ms hopes wee de Wd4
engine vd and bale with groat pride and =a. Your h ono Is a toteAy Idwatad
thaefose. it in important that tbeso hostmW= are closely adhaod to.. With proper setup
and maintenance you and yourftamilywill apoyyoarnaw home for yamto soma
The botaMoa of your now home shall be performed by an exporkncod and quall8ed
. If the purchase agreemaot with you doaler does'aoi include the inefaWon of '
Your . he or she on amino you is loodiag the proper qua.M d and •hvstwa lby .
PMMA
Your home state may haw mam60=d home i d%Moa lanes and mpWons and the
000xraotor wM be roquirod to follow these iastrudbm Your date may require the setup
oout radw =&or the utility cootrad m to be licensed. Your local wAhmitim on provide
you with the requiramoats io your arm if your home slate does trot have apeoirw
regWdlom theseiastnoofimmustbelAowedoryoumayvoidyourwa renty.
BY
mi .
04,2000
Table of Contents
Chapter 1 - Introduction
1.0
Chapter 4 - Setup Procedures (coat)
Wind Zone I 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
Singlewide Sidewall Tie down uni+tmmnntc
4.14
Compliance Certificate
2.0
Singlewide Sidewall Tie down Requirements
4.15
Structural Wind Zkme 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 PitchlHinge Roof TieDown Requirements
4.19
Pocket Penetrometer
2.2
Longitudinal Tic 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
3.0
Tie downs for Offset Umh
422
Pier Capacities
3.0
Tie downs for OE'sct Unit
422.1
Configuration
3.0
Clerestory Dormer Tie Down Requirements
423
Footings
3.0
Triple Wide Tie Down System
4.24
Special Conditions
3.1
Covered Corner Parch Tie downs and Piers
4.25
Alternate Foundation Systems
3.1
Sidewall Porch or Recessed Entry Pier and Tie
Important Reference Documents
3.1
downs
426
Typical Pier Construction
3.2
Uncovered Porch Tic downs & Pier
4.27
Footing Design Size & Thickness
3.3
Floor Interconnection Marriage line Seat am
4.28.
Pier Capacity Table Single Section Homes
3.4
Roof Interconnections & Ridge Beam Close-up
429
Pier Capacity Table Single Section Homes
3.4
Wall Interconnections
4.30
With ABS Pads footers
3.4.1
Tag Interconnections
4.31
Pier Capacity Table Multi -Section Homes
3.6
Miscellaneous Tag Details
4.31.1
Pier Capacity Table Mukk9ectionHomes
FascialDripBdge & Shingle hutallation
4.32
With ABS Pads Footers
3.6.1
Horizontal Vinyl Siding Installation
4.33
Pier Capacity Table MailiSection Homes
3.7
Vertical Vinyl Siding
4.34
Pier Capacities for Ridge Beam Column
Hardipand 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
3.9.1
Add -on EaveDetail Offset Box
4.38
Piers for Doors & Openings over 4 Feet
3.9
OJfsetBox ComerEyebmw Details
4.39
PerimeterFoundation
3.10
Hinged Truss Installation Details
4.40
Pier Capacity Requirements for Tag Unit
3.11
Hinged Truss Installation Details
4.41
Temporarily Supports
3.12
Chapters -Optional Features
5.0
Chapter 4 - Setup Procedures
4.0
Construction of Site Built Structures
5.0
Moving Home to Location
4.0
Attached Garages
5.0
Setup Procedures
4.0
Skirting and Writing
5.0
Singlewide Section Setup Procedure
4.1
Basements
3.0
Multi -wide Section Setup Procadme
4.2
Positioning & Lacking of Home
4.6
Chapter 6 - Mechanical
6.0
Leveling the Home
4.7
Clothes Dryer Vent
6.0
Positioning & Leveling a Second Section
4.8
Comfort Cooling Systems
6.0
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 Pumps
6.1
Rc�Leveling
4.10
Range6 Cook Top&Oven Venting
6.1
ternate Anchoring Systems
4.10
Furnace Demtio
6.1
Severe Climatic Conditions
4.10
Ceiling Fans
6.2
Exposure `D' Locations
4.11
I-0.02
APPROVED BY
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Table of Contents INC.
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ODnSIRuciin,IM, SIliFIYSTahoai®s
Chapter 6
6.0
Chapter 14- Interior Access panels
14.0
Heart Extension for Fireplace at the Marriage lire
6.2
WaterHeaht Aoma Door
MO
Fireplace and Wood Store Chimney &Widets
62
WsWNeaWAcuss Door WQ
14.1
CrossoverDucthutalmtlon
63
Insulated Carr Panel Water Heater Access
14.2
V4= and Duct lmtagatlon
&4
Mass Panel InteriorFartltlon Wells
14.3
HeathWAIr CmdlOming Evaporative Cooler
Installation
65
Chapter 1S-Site Installed Awning/
Dryer Vent Details & Fireplace Flue Installation
6.6
Carport Dig
15.0
Ceiling Fan Installation
6.7
3Z' Max. Donner sadder Overhang for
4/12 to6/12 Roof Pitch
16.0
Chapter 7-Utility Connections
7.0
3Y Max, Dormer ladder W/O Overhang for
General
7.0
4/12 to6/12 Roof Pitch
16.1
Becriml System
7.0
Dormer 0etails Truss Kit Design for
Feeder Connections & Grounding Conductor Sties
7.0
4112 to 6/12 Roof Pilch
16.2
Water& Drain Une Connections
7.1
3Y Max, Dormer Decking underlaymrnt/Shingles
Cmssorer Plumbing Connections
7.2
4A2 to 6/12 Roof Pitch
16.3
Dram Waste (DWV) Pipe Installation
73
Drain Pipe Supports
7.4
Chapter 17- VemOAlre III SOtfit Vent
Electrical & Ground Connections
7.5
SVstem Installation Instructions
17.0
PowerCannecdon & Meter Base Installation
7.6
Chapter 8-Utility Sgvlea Test Procedures
8.0
Cempanel Ventral Siding
Systems Test
&O
installation instructions WZ 1.2.3
18.0
Gas Systems TietProcedrres
&0
Camplank lap Siding Installation Instructions
18.1
Water Supply System Ton Procedures
8.1
Electrical System Test Procedures
&1
ChapterAddi6-Water Heater Air Intel
ADWf4.0
Dram System Ten Procedures
8.2
03 Piping Hookup &Testing
8.2
Chapter AddOSSelectflea 10096 Elastomes
Finish System instructions
ADDIIS.O
Chapter 9- Final Inspection Checidlst
9.0
Chapter Addg9 Att. End Wall Overhang Details
ADDW3.0
Chapter 20-Relocation of the Home
10.0
Chapter Addg10 Floor Ftaming Dated for
Chapter 12 -Anchor Mamdacturees
Walk -Out Bay Set -Up
ADDtt=
Instructions
SLO
Chapter Addf13 Energy Star Site
Chapter 2Z- Hurricane Shutter Designs
12.0
Installation Chaddiat
ADDK3.0
Energy5tar labeled House Program
ADOa13.0
Chapter 13- Blue Nag Drywall Option
13.0
Crosmvar/HVAC
ADw13.1
Region Map
A0Oe132
Chapter Add,i16 Smoke Alams Operational
Test Procedures
ADD1110.0
Chapter Add817 Hearth Extension at
Marriage Usual
ADD,r17.0
1-0.3
Chapter Add#I8 Exposure "D"
" Floor and RoofintercomecuonFaxp-D
Singlcwide Sidewall Tie dawn Req.
Wind Zone 2 & 3
MultiWide Sidewall Tie down Req.
Wind Zone 2 & 3
Column Tie down Brackets for Multi -
Wide Section Homes
Labeling Piers, Perimeter & Marriage
wall
Table of Contents
ADD#18.0
ADD#18.0
ADD#18.2
ADD#1&4
ADD#18.6
ADD#18.8
ChapterAdd#19 Whole House
Ventilation Letter ADD#19.0
Chapter Add#20 On Site Installation ADD#20.0
On -Site Roof Vent and Plumbing Hook -
Up ADD920.0
Fireplace Flue Installation ADD#21.0
Furnace and Water Heater Flue
Installation ADD922.0
I-0.04
All pages listed in the table of contents are NTA approved.
APPROVED BY
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NDee 23,2008
AIINC.
EEOERAt ■N Aff W HOME
CwRisY GNMUsasErfsrGlmBRps
Chapter 1- Introduction
nis;bomew&Ww sevmrai tons and qualified, trained and approprkatdylfceased
personnel aballperforrn the tnstalk4lon. Before beginning mprwork fte setup
contradurshallensure that pnW so*one are observed and od mftd to.
Thbt msntid contebu denied btdmaioms do am rcquhad for the pmpm immp n of year new
bome as well as conftwdom aemi<it m Mande method+ smey be coveted in separaae doom mum
Coansedan to vWA* nim atoll be pmfonnm by utMw ccspmW pmsmed or Stir auftdmd
etimL .
Ibo drawing+ cmddmd In W fo died= manual ace iataaded to be reprmm=IM of die ptodmct.
Desi�iaad�taoiflaadansanan>sjattochaogevrithon:aodca
Pdw to dw deUvay of this honor the homeowim or ocwp cmftw or diaII centect Ste aypropdde
food au*Aities to ddermbie ,die requirmumm for mmiaL smmien% erteraadunenta, and sty
subtadowdatmaya*inyou area,awdlasThe need fbrpamks and hapeadom
• TWohoanenWrsquireap MaddeWmInstructions Inaddition WthahWmctLane
In U& maruml. The mamthedne vM provide these "AiMendum^ Mes sepas-at*
deeded.
M nuns lured homes m comhucted and inspected to a=* with to "Fcdmd Mmafactmed
Home Consbucdon and Safety SmodmW and 'Rephdane (24 CFR Parm 3280 mad 3M
cespeoduely) In a=Wmoe with The mqub==Us of the U.S. Depa lmmt of f3on&& and Urben
Amid cerddcaliwr hied is aiSud to em6 hmne to ear* that the hmno hors been
eoiispnrapd and htapeated to cam* with &M Staidadt The dedp plane and Wllamt
eomumda►ofatfbampalehtepeatedbyindepmdmtthirdpityaMdatomsmrecompliancev t
lbcFedmtlSmadards.
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DavfadWifrandmimahutidonsiathbmanualmtyvoidyooewaaanty. Atrydteradwarchatgasto
gilt ]mono dta0lx approved by a registued atssineeraadruryaria beanit(� to waaautyvioladom. •
Ifyou (Ow homeowner) or the setup coatratttor have any quatiom oremcam about
yourhome's-hoO Won, contact yoursalms rap watative. Se orsbewm be best.
equipped to assistyou and can help make the truhMon into yomrnea home sn easy
one.
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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 site preparation. The condition
of the home site must be considered before any apparent foundation related claims 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 helow).
APPROVED BY
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Home sites must 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 fi-om beneath the home or to the property line. Crown and gtade 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 grotmd level and at least two (2)
inches above any surface where water might collets. 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 desiga 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 requiting 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.
1-2.0
H
HaweO, Canal Zone, Pm
Wanda an South Zane.
"am — 40 pSF (=W)
YIDMC — W PSF (SHOW)
SOUTH — 20 PSF OMMUM)
and Virgin
is North
vamp ZONE D flop NnNr1
fie fdoatnO loss! amnurAft Dated by slate
(ormntlm\padshes, aNma specified dimmise)
an within wind min IL
ALARAIM Bal oboe NORTH- NORTH
RUUMA k, CmnNn, WA
Cha►an, Colurdtub Craven, IT
E3.481II9 Curriluck Jonn. New Hanna. o OR
me courrRvs ozupt thos0 Onslaw, panile0. Paaguafank
identified m being within pander. Ptniufnan. WV
Wind Zone 01. Washington NV
NGEORGI Camden,LiMrry Beaufort, NeeWWAVy�� Charleafan, CA OrDo
Chafham,Noh.m Is Ccilgon, Ooroheala. 6eorpafeOm,
MAM
Hancock, washinglon
.Oahe
Naduclat, Plymouth
George, Hancock, Hantson,
Jackson. peaA Riwr. Slane
Flory, Jasper, wNbmabagAZ
NY
A� as Chamber. Gams .
Canesn, Chamber. berg. on.
Jefferson. N«sce (Omen
YafaOOKo. Nueees, Omen
Refuab, San Palrklo. Wltlory
WIND ZONE I
Clnmpeake, Karl Parfamaulh,
Pr6u:we M. Virginia Beach
wimp ZONE n tiro uvtn
The Moving local aovemne is Baled by state
(0e111311"\palshss, unlme specified atherwim) an
within Wend Zone Ill.
Braward.A Charbpe, Cogger. Dade, FraddiM Galt,
Hendry, Us. Martin, ltanahs, Name, palm Brach,
pinenm, Sarasota
LOUMACA
Jefferwn, In Fourche, Odsam, Plaqueminev, St.
Bemad, SL Charles, SL Wary. lismboa e
NORM OJa0t1NS
Carteret. pan, Hyde
APPROVED BY
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■ ZONE I — Us a 0.11p
m ZONE 0 — Uo w ame
O ZOM 10 — Uo 1, O.M
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ZONE
Wind Zone I aonoisle of those arm of ON tinted
Sic%$ that as not IdentiaoA as Ming In Wind
Zoma C or 19.
This tame has not Men designed for the he her
wend prassun and anchoring provisions nguhed
for oaon/mmfal meal and should net be Weand
edPotn 1500 feet of it* ssmNlno unless the tame
and the anchoring and foundation uyatam haw
hen designed for the Increased tequbmmads
specified for Exposur '0' in ANSI/ASCE 7-8A
ZONE MAPS
vionviewn oar Es-nN ( LLO
IUGH9/30/2008
Meet — 1 1-2.1
A
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% 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 (psi). A minimum soil bearing capacity of 2000 psf is required. If you cannot identify
the soil, use the lowest value (1000 pst) from the Table below. Under unusual conditions, or if the soil appears
to be peat or uncompacted fill, consult a local geologist or professional engineer.
General DescrI Lion of Soils
Son 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:
1. Test an area near each of the opposite corners 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.
1-2.2
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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 II BOTTOM BOARD
Shepweave H and Shepweave H 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 H perforated is micro -perforated.
The suggested patching methods for both are as follows:
SMALL REPAMS
1. Small cuts or tears may be repaired by using UFP Distributions 4", 6" wide BLr1000 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 l 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, TACPI 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 eitherTABL 1000, TABL006, TACP 1 or TACP-020 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 II and Shepweave II 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 1" leg X 3/4" crown
minimum staple at 3" to 4" o.c. Care should be taken 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 II 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
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1-2A
/I
Chapter 3 — Foundations
Pier Capacities
Incorrect size, laceration 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 sidewalk 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
Iequired pier capacities: APPROVED BY
Revised
Piers under I -beams, perimeter, and mating walls for standard homes — Pages I-3A to I-3.7 Den za,zcas
Piers at each side of mating wall openings greater than four fed — Page 1-3.8 iNC.
Piers for Tag units — Page I-3.11`"�+�
Piers are required for support at each sire of all sidewall openings greater than four feet (such as a recessed
entry, bay window, double windows, sliding glass door or fireplace which rest on sidewalk), under porch posts,
and under the expected locations of heavy pieces of furniture such as pianos, orgaac, waterbeds, etc. Endwall
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 manufactured 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 their 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 %" x 6" long hardwood shims to level the home and fill any gaps between the base of the I-bearn
and the top of the pier cap. Always use shims in pars 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 block may be used
between the shims and the pier cap.
Footings
All piers must rest on footings that are protected from the eMots of frost heave. Place footings below the frost
line according to local requirements or provide insulated skirting to the horse sufficient enough to prevent the
soil under the home from freezing. All footings must be 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-ay compressive
strength of at least 3,000 psi. Unreinforzed concrete footings must have a depth according to page I-3.3.
I-3.0
APPROVED BY
NZINC.
4=7
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) 8"x16"x4" thick solid concrete blocks with single stacked piers only. The
block footing joints must be perpendicular to the long side of the single stacked pier.
Spacial 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 (900) 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 (1989), "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 88013350, National Technical Information
Service, 5285 Port Royal Road, Springfield, VA 22161.
1-3.1
/:?
MAXIMUM HEIGHT OF SINGLE STACKED BOOKS UNDER M HAMS
IS 36'. MAX. HEIGHT Of SIN= STACKED IRDGCS FOR PERIMETER
PIERS AND MATING WALL COLUMN SUPPORT PIERS IS 460. MAX.
HEIGHT OF DOUBLE STACKED UNDER THE 1-BEAM IS 67'. IF THE
HEIGHTS MENTIONED ABOVE EXCEED THE FOUNDATION WILL HAVE
TO BE DESIGNED BY A REGISTERED ENGINEER OR ARCHITECT.
.m
ON
PIER
— t. — — —'1—t- — — GROUND
APPROVED BY
WNC.
ED17
_ __ _ xZf11AlW6ALTI�NW
W i1RIC110x YO x/�IiIT xnuoxas
1. CONCRETE BLOCKS FOR PIERS ARE B' x IB' x 6' NOMINAL SIZE. HOLLOW CELL
LOAD BEARING CMU'x MANUFACTURED IN CONFORMANCE WITH ASTM COO. GRADE .W.
OPEN CELLS 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 WIN BEAM. HORIZONTAL OFFSETS
FROM THE TOP TO THE BOTTOM OF PIER MUST HOT EXCEED ONE HALF INCH.
i IS AT RIGHT
ANGLES TO THE E STACKED ®PREVIOUS ONE. THE LOCKS MUST BE ATOP LAYER ON THE CONCRETRRANGED SO THAT UC14 E CAP BLOCKS
SHALL BE PERPENDICULAR TO THE MAIN I -BEAM. HORIZONTAL OFFSETS FROM THE
TOP TO THE BOTTOM OF PIER MUST NOT EXCEED ONE HALF INCH. MAX. HEIGHT OF
DOUBLE STACK BLOCK IS 67 INCHES ANY HEIGHT ABOVE THIS MUST BE DESIGN BY
A REGISTERED ARCHITECT OR ENGINEER. SINGLE STACK CONCRETE BLOCK PIER LOADS
CANNOT EXCEED 8.000 LBS.
4. FOOTERS MUST BE LEVEL IN ALL DIRECTIONS. PIERS ARE TO BE PLACED ON THE
FOOTER APPROXIMATELY CENTERED 50 THAT THE FOOTER PROJECTION FROM THE
PIER IS EQUAL FROM SIDE-70-SIDE AND FRONT -TO -BOON. PORS MUST BE LEVEL
VERTICALLY ON ALL SIDES AND SQUARE WITH THE FOOTER.
S. CAP BLOCKS MAY BE 2x NOMINAL HARDWOOD. STEEL OR 4' NOMINAL SOLID
CONCRETE BLOCK. INDIVIDUAL LENGTHS OF CAP BLOCKS SHALL K PERPENDICULAR
TO THE I -BEAM. ALL CAPS SHALL BE OF THE SAME NOMINAL DIMENSIONS AS THE
PIERS THEY REST UPON.
6. OPTIONAL FILER OUTER" MAY BE OF 2x NOMINAL HARDWOOD OR 2' NOMINAL
SOLID CONCRETE BLOCK. INDIVIDUAL LENGTHS OF THE FILLER MATERIAL SHALL BE
PERPENDICULAR TO THE I -BEAM. ALL FILLER MATERIAL SHALL BE OF THE SAME
NOMINAL DIMENSIONS AS THE CAP THEY REST UPON.
7. SHIMS SHALL BE OF HARDWOOD. AT LEAST ACTUAL 3 1/2' WIDE x 6' LONG AND
ARE NOT TO EXCEED 1' IN THICKNESS SHIMS SHALL BE PERPENDICULAR TO THE
I -BEAM, FITTED AND DIUM TIGHT BETWEEN I -BEAM FRAME AND CAP OR FILLER.
SHIMS SHALL. NOT OCCUPY MORE THAN 1' OF VERTICAL SPACE.
It. MAINTAIN A MIN. CLEARANCE OF 12' FROM BOTTOM OF I -REAM AND GROUND.
O. PIER HEIGHTS MAY NOT EXCEED THE MAXIMUM HEIGHTS CALLED OUT IN THE
TIEDOWN CHARTS. SEE CHART ON PACE 1-4.14 THRU 1-4.27.
ID. THE PIERS AND FOOTERS ON THIS PAGE ARE DESIGNED FOR STANDARD
SPECIFICATIONS AND HAVE NOT BEEN DESIGNED FOR FLOOR AREA OR SEISMIC
AREAL FLOOR AND SEISMIC AREAS MUST BE DESIGNED BY ARCHITECT OR ENGINES
AND WILL BE THE RESPONSIBILITY OF SALE LOT INSTALLER OR CUSTOMER.
ALONG THE SUPPORTED
-BEAM
PIER
LUTING
OR
!Ml9CURA.07p�, P.1e
'7
'a.)�/tom' �ir7
TYPICAL PIER
CONSTRUCTION
auw RV: in
CAM 12/22/201 a
Wt 12/22/208
DESTINY LLC
1-3.2
4
i
APPROVER NY
Asvired
Noov/27r2002
aysu�raxwen I"a�
commcroll Un M r kw
MINIMUM FOOTINO SM (SQUARE WAGS) 1
PER ALLOWABLE SOIL BEANINO CAPACITY 1
':7rcl1I01011�10 :` I��i
i
MAXIMUM PIER VAPAORIES:
8"x16' SINGLE STACKED a 5,780 19S.
10"xlr DOUBLE STACKED n 11,520 LBS,
24"x16" TRIPLE STACKED a 17,300 LOS.
MAX. FOOTM0
SIZES x
T
A (MA%.)'
SED
. BLOCKS
OB ORD
BLOCKS
4'
4'
18"x24'
24"x24'
5"
5"
20"x28"
28"x28"
B"
8"
24"x32'
32"x32"
12"
12"
32'00'
40"x40"
THIS TABLE APPLIES TO UNREINFORCED CONCRETE
FOOTING SIZE
AR -30.IN.
SQUARE FOOTING
larKir
255
20 O"
400
"
S7B
784
Mawf024
7600
RECTANGULAR
FOOTING
18 x24
384
2
a"
4'xJ2
7"
12 00
CIRCULAR
F ING
20- EA 1
314
24 ER I
.452
07
FOOTINGS MAY CONSIST OF PRECAST OR POURED IN PLACE
CONCRETE, AND A MINDLUM 28 DAY COMPRESSIVE STRENGTH
OF 3,000 PSI. UNREINFORCED FOOTINGS MUST HAVE A DEPTH
ACCORDING TO DETAIL 'B'.
AV.
TREATEOD PLANKS WITN� LONO DIMEENOF SION OF THE NAL SECONDE
LAYER PERPENDICULAR TO THE FIRST.
THICK SOLID'CONCRETE noto
TO USE WITH SINGLE .STACKED
OF 363 $0. IN.
BE PLACES BELOW THE FROST LINE.
FOOTING DESIGN
SMEAND TH10KNEBS
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1-3.3
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8
10
12
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20 PSf
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3833
6025
6100
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ISO' FLOOR
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1. MRS SHALL DE LOCATED AT EACH SIDE OF ALL SIOEWALL OPENRNIi ORIATER THAN 4'-0'
(RAY WRIOOWS. PATIO DOORS. ATRIUM DOORS. PORCKM RECESSED ENTRIES. FIREPIACM
ETC.). DOORS AND OPENINGS ON I AINALL3 DO NOT REOUWE I RS. (SM PACE 3.8).
L MAX. PIER SPACING IS ALSO IN= IF I -SEAM SRG 8'-O' MAL SPACING FOR S' I -BEAM
SIM. 10'-0' YAK. SPACING FOR 10' I -BEAM SWE. IIY-O• MAIL SPACING FOR 12' J-EAN
SIZE.
3. REFER TO PAGE 3.3 FOR FOOTING TABLES ROUNOGO FOOTING SIZES DOWN FOR HOMES WITH
21AS EKTFRIOR WALLS IS NOT AIJOWEU. SINGE STACK PIERS LOAD LIMIT 5.760LBL DOFRILE
STACK PIERS LOAD LNR 11.320 LBS AND TRPLR STACK PMUI I= LIMIT 17.= LBS.
A. REFER TO PAGE 3.2 FOR PIER COMSTRUCIIOIL
3. ALL HOMES WITH 30 PW ROOF UVE LOADS AND nOOR J016r W le D.C. 00 NOT MGM
PERIMETER PIERS UNDER SIOLWALL U.G.N. SET-UP CONTRACTOR 70 YOM.
* PUSW MAX BE
FOR OOFFSEo UE{ECTRC I MOTHER DDiECIIGI ALONG THE SUPPORTED ►QMBRS TO
AUA
PaWk AL OTOOKM
K2
APPROVED BY
REVISED
VI
Ar017
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mmammu+ean srmms
PIER CAPACITY TABLE
Frame Blocking Only
Single Section Homes
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NUT32/22/2016
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1-3.4
ADS PAD NOTES
L THE ADS PADS KUST BE INSTALLED PER AVER
TECHNOLOM 04TALLATE N INSTIMTI@IS.
P. THE PIER LOADS APPLIED TO THE ADS PADS NAY
NOT EXCEED TIE VAUIES NOTED II OE ONT REM.
3. THE ADS PADS KAY BE USED TO SUPPORT A
E�NA ONLY
BE FLtIIVMAL TOPOM
4. ADS PADS KAY BE COMBINED TO COVER A LARGER
AREA IN THIS CASE THE MAX ALLOVABLE LOADS
KAYRE COMINED AS VE�L,1L FOR DISTANCE USING (2)
WILLSLYElILB 51 AA�IAXVITH IINIM PIERPSI
LOADDOOF ?210,B0014 Y
5. IF TIE REdDRETIENTS OF DESTINY BOX INSTALL-
ATION NANIAL CEWULT WITH THE RECUR MS
OF THE OLIM TE01LL04TES GMSTALLATIONS
THE MORE STRINGENT REF. SMALL BE USED.
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1. PIERS SHALL BE LOCATED AT EACH SIDE OF ALL SIDEWALL OPENINGS GREATER THAN 4'-0'
%LOl
(SAY WINDOWS, PATIO DOORS, ATRIUM DOORS, PORCHES. RECESSED ENTRIES, FIREPLACES,
ETC.).' DOORS AND OPENINGS ON ENDWALLS 00 NOT REQUOlE PIERS (SEE PAGE 3.0).
L MAUL PIER SPACING IS ALSO LIMITED BY I -BEAM SIZE: W-0' MAX. SPACING FOR O' 1-BEAM
1
SIZE, W-0' MAX. SPACING FOR 10' I -GEM SIZE. 104-0' MAX. SPACING FOR IZ' I -BEAN
3M 1
Ste'
APPROVED BY
S. REFER TO PAGE 33 FOR FOOTING TABLES. ROUNDING FOOTING SIZES DOWN FOR HOMES WITH
ONOO SED
2xG EXTERIOR WALLS IS NOT ALLOWED. SINGLE STACK PIERS LOAD LDIR 5.760m. DOUBLE
21142017
STACK PIERS LOAD UNIT 11.020 TITS AND TRIPLE STACK PIERS LOAD UNIT 17,2SC UM
INC.
4. REFER TO PAGE 3.2 FOR PIER CONSFRUCTION.'�
w�wexnwwa
L ALL HOMES WITH 30 PSF ROOF UVE LOADS AND FLOOR JOIST 1 16' O.C. DO NOT REQUIRE
PFR CAPACITY TA
PERIMETER PIERS UNDER SIOLWAIL U.O.N. SET-UP CONTRACTOR TO VERIFY.
T^amLm 910rkinFl C
i PIERS MAY BE OFFSET UP TO 6' IN [INNER DIRECTION ALONG THE SUPPORTED MEMIM, W l�11A1 vAB
ALLOW FAR PLUMBING, ELECTRICAL ETC.
ww tm JWB
7. ADS PADS MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURING INSTAI.LATpN D.Rl2/22/2016
INSTRUCTIONS AND CERTIFIED FOR THE SOIL CLASSIFICATION AT THE SITE. ADS PADS MUST BE
LISTED OR LABELED FOR THE REQUIRED LOAD CAPACITY. r:Lm 12/22/2018
DESTINY LLD
1-3.4.1
1-DEAM PIER SPACING PER TAKE
MAIN '
WJAIS
MAEflMUM
HOOWE
MA%IYIIY
DE
RHANG
PIER
WCATMNI
Roar
LIVE Low
("n
MAIM" PIER Comm (Pow=)
MAXIMUM In SPAaa1C
a
a
10
12
26 WIDE
111' �M
11•
MUN DEAMS
20 PSF
207D
"a
4740
3aG5
6910
30 PST
2943
EOp
5257
am
7730
211 WIDE
16a' FLOOR
12'
IWM BEAMS
20 PSF
2aAO
4030
32M
am
7720
SO Pw
3147
4320
am
7257
am
32 WIDE
lap FLOOR
t1•
YAm REAMS20
PSF
306i
4424
57K
710E
5440
30 PSF
3ASO
"73
6300
am
Oast
OLIISL
1. PIERS SHALL BE LOCATED AT P11m1 SIDE OF ALL SmEWALL AND MATING WALL OPENINGS
GREATER THAN A'-p (BAT WINDOWS, PATIO DOOM ATRIUM DOORS. PORCHES. RECESSED
PW4k K M001%P.E
EMIDEs, FIREPLACES. E7R). DOORS AMC OPENmLLt am ENDWAus DO ROT RECUR! P1EI3.
(SEE PAGE 3.9).
EgYEr(g,
2. MAY. PIER SPACRI6 of ALSO LIMITED GG E-W M SREG Ir-O' MAX SPACING FOR V I -SEAM
�,-c7
!� W-0• MAY. 3PACN0 Fop 1p I-apm SITE. 10'-O' MAR. SPACING FOR 1Y 1-aFAM
�(,C/��/j
�\�
i REFER TO PALE 33 FOR LOWM TINGES. 6CK FCNG FOOTEIO SIIIS OOWM WEN 2A6
IDDEUOR WALL t0AD5 UMD . DOUME STACK
ROT IILATYiH snaou: STACKFURSLOAD
APPRovEO BY 11 �
VTSED
T
PIERS tnAG Dart I1.32WBS. TRIPLE STACl PIERS u7AD LIMIT 17,2aCN5.
112L
2I33l1017
A. REM TO PALE 3.2 FOR PIER COMMUCTIML
I p.
S. ALL HOMES D.C.0 NOT RWUIRE
UNDER
�
P PIERS SIO�LWALL.UAw.IDS N. SET CONIIUVaM TO vE
PIER CAPACITY TABLI
0. FOR W WIDM USE THE 24 WIDE CHARM FOR 42 WDES, USE THE 26 WIDE CHARTS.
Frame Blocking Only
FOR fb WOES. USE THE 32 WOE C AXM
Multi —Section Homes
7. HOMES WEAN A PAPAFET ROOF SNALL K SR ON FOUNDATIONS AS MUM ON FACE 3.7.
0. OFFSET TO a• RL F1ME1G CRECRON ALONG ME SUMORI[D YIDIa[RS M
'A�' °11 �Wa
DESTINY LLC
ALLOW FOR F EL
ALLOW FOR PLUMDIN0. F2ECi111CAL ETC.
WT012/22/201a
a.12/22/2015
1-3.8
1-WAM FM SPACING RR TABLE
MAIN -
SFiLMS
ADS PAD NOTES
L THE ADS PADS MUST BE INSTALLED PER OLTVER
TECHNOLOGIES INSTALLATION DMICTIONS
P. THE PIER LOADS APPLIED TO THE ADS PADS MAY
NOT EXCEED THE VALIJS NOTED 01 THE CHART BELOW.
B: THE An PADS MAY BE USED TO SUPPORT A
CONTINUOUS FORIDATIM WALL THE PADS MAY IDLY
BE USED FOR INDIVIDUAL FMMTION PHIS.
Eil;9
PAD SIZE
SVPPORIS
MUST
APPROVED BY
NASID
2114n:Q
INC. 17
AREA IN THIS CASE THE MAX ALLIVABLE LOADS
MAYBE CMBDEB AS WELL FOR DISTANCE USING (2)
17.57M' PADS WITH LORD PSI SGIL BEARING CAPACITY
VILL YEILD A MAXIMW PIER LOAD OF 223XIMI-60001.
5. IF THE REQUIREMENTS OF DESTINY DID. INSTALL-
ATIDN MANAIAL CONFLICT WITH THE REMMIKENTS
OF THE OLIVER TECHNOLOGIES INSTALLATIONS
THE MIRE STRINGENT AM ML BE USED.
Main
1. PIER$ $HALL BE LOCATED AT EACH SIDE OF ALL SIDLWALL AND MOM WALL OPENINGS GREATER THAN
(MY WINNOWS, PATID ODORS. DOORS, PORCHES. ISCKSSm EIRIDES, iN�UCL$ ETC.).
pal* K O
r�
00 NO
DOOMS AND OPEMLWS ON LNOWALLS DO NOT RipUDIL PIRA (3Et PAIL s.0).
DOO
Enaka
2. MAA PILR SPACMD S ALSO LIMITED SY 1-BEAM SIZE' S'-W MAX. S PACMO FOR Or 1-1EAM
10'-v YA3- SPAOUO TOR He I -RAN Is= w-v MAR. SPAOIW FOR fi 1-BEAM SCK.
1�NP7�X! WALL
YI�7L
13 HO ALLOWED. BMW GRSLOADS LIMIT 7EDLIM DO E STACK P�LU LAUE
11JUGLAIS. TRIPLE STACK PMRS I= UNIT 17.11OL8A
A. REFER TO PAGE 34 FOR FRI CGMSIRUCTIC%
3. ALL HOMES WUH 30 PSF ROOF LIVE LOADS AND FLOOR JOIST • 100 D.C. 00 NOT REGIIIRE PQOI MR
PMRS UNDER SIDEWALL UJLI1. SFS-UP CONTRACTOR TO VELBTY.
PIER CAPACITY TABLE
L FOR 36 WIVM USE THE xt WIDE CHARM MR H WIOM USE THE xe WIDE CHARTS.
Frame Blocking Only
FDR Ae WWHS„ USE THE 31 WIDE CHARTS'
Multi -Section Homes
7. PWM MAY GE OFFSET UP TO i' IN EITHER OIRLCMON ALONG THE SUPPOIIIFD MEYB®B Ta ALLOW FOR
Jrn
PLUNBDW.,ELBOTOLHM. LTC.
uu.I m
DE5ITNY LLC
A ABS PROS POST RS IL AND
IN ACCORDANCEIATTHE
WARN THE MPADS
INSTALLEDLCLASSIFICATION
AAn 1x/xa/xale
MUST BE ED OR
FOR NNE SIR. ClA41FiCAT10N AT THE SITE. ADS PADS MUST R UST[D OR L.1e11F0 FTA2 THE
E
I-9.C7.1
REOUFLED
RLOIRRFS LOAD CAPACITY. _
R}+ix/22/x01P
MIOa BEAM
MIDGE MEAN
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MISTMITERS 1 III \ �BEYI C06UNN
SUPP SUPPOSE PD31
NMI
SECTION
SIN
ROy
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MNb1UM PIER CAPACII'/
(P(UNDS)
MAXMIUM 11MENCE VAN
TO NEXT SUPPORT
4
3
12
14
19
1R
20
24
23
32
24 WIDE
144' Box
20
30
TWO
2297
low
3200
2300
4133
I=
4600
32M
sOb7
35M
3333
3900
4100111
4009
an
SNO
BUD
9190
Sow
23 WIDE
tw box
20
30
1200
2333
20M
3400
2300
411417
3200
NEON)
3300
3733
4=0
0267
4400
41100
3200
7W
9230
0330
7120
10480
32 WIDE
Ter BOX
20
30
Ina
2773
2100
sm
3070
0147
SUB
5740
NEED
TIM
4403
39V
4330
7320
3740
2707
41930
10427
7920
1100
A B
O
D
C11OEN LINE
OF RIDGE BEAM
NfLI1E/LS'. SPAN FOR
NFLLW CAN FOR
PR71
M 9N1 FOR
INFLUENCE SPAN FOR
APPROVEDBV
ED
ZIM017
INC.
meiwnomwmwwn
KOff4
1. PIERS SMALL BE LOC&IM AT EACH SIDE OF ALL MAIM MALL OPEWICS OMM MAN P-W.F
.L
2. PIER LOADS AM WCD OK TO TV ROOF DEAD UM. REEDI TO PAD[ I-U 1WR TOO= 0="
3. LOADS TABULATED ARE TODAL FOR BOTH MAL12S AT COW41 SUPEWRD.
4. FOR 38 WMM USE 1TW 24 WRIE NIAR14. FOR 42 SIDES, USE ENE 20 WIDE CHARTS. FOR 43 WIDE L
q
USE THE 32 WIDE CHARDS.
IIII
3. SINGLE STACK QO QWM VL= PIER {CADS CANNOT EXCEED 3,790 LBL
DOUBLE STACK CONCRETE BLOCK PIER LOADS CAMMM EXCEED 11,E20 LOS.
PIER CAPACITY TABLE
TRIPLE STACK C01M. M BLOCK FW" LAMS CANNOT EXCEED 17,230 UDS.
Ridge Beam Column
b. �ME STACK 40' MAX. PMIR REKBIT I= DOUBLE STACK LW' MAX. FOR YAIpAW
SUjJPOEiS
WAU ONLY.
7. WHEN PEWNEIBIOCIDE IS lA IEQUIRE0 YWIND,WIND,LINEW LINE EN SPAN CREATES TIWI 1C-0 MUST NAPE
'ROUE
DESTINY LLC
Iw7FINTERMEDIATEPI HERS PLACED AT 10'-0' 0.C. C.
D.
am 12/22/2016
L COLUM PIER ARE N ADDITION TO REQUIRED FIERS 1NOER FULL HEIW MATING WALLS.
1-3.8
A RW OY
WOr$ BEAM
C 23,200e
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P
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HAIN BWf—t
BOTTOM BOARD
GROUM
°�"m
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SEE NOTE f
7Y1'tCALFWJQEBEAMOOL MNSUPPORr IAI NfAM43EUnONFW=BEAM COLIAMSUPPOR PW IS
AM PAD HOWS:
I. The ADS pmb must be tnstdted per WO I mO nar h wa0an hsheam
2 The Phr bads app0ed tO Oro MS pdde m0y not e,aeed the WON noted In Oa dhat bete (DUAL In.
3. The AM pad, may net be reed td KTP A 0 am%mw fdmdatbn NA % Pads may ably be used for bdWdud fdtmda0on piers,
4. ADS Pads may be Karl "d td aria a WSW sea b W ease, the mm mon aldeahte bads may 6e cwMmd as wa For Waim using
(2)175 425' pads nth 1,000 Id With I JM PO e00 bm ft apadly 91 )aht a mcn&mw pia bad of 2r3. Wsfi og.
5 eeg0tmnaap of #ny bdt Ohre 6randb#MI mom awdu With the rewh raents of Uts Ow Teahr� imma#aa, the more
e dCaA oaf.
SPEML
KWU CLEAR
SPAN FUR
MATING LINE
S GET)
OCTANGLE
PAD SAES
LUAD
PSF
SOIL CAPACM
1500 PSF
MIL CAPAC
LW FUR
2000 PSF
SDIL CAPACITY
PAD SIZE
PAD
cm FT.)
Am
vim1000
Q 3
40
137W
2 47#
#
4 94#
20011
3MUS
400
7,5 25S'
3A0
7.4
!
7
3
4 00#
6 00#
0
D
0
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8 0#
1.2
6'X 6•
.80
L7
7.4
l0.
00
200#
0
SO PAD
SIZES
18S'Xl
I
778
2 7#
56#
2,
7
5'
3
3 #
3#
a•
0'
8
T
S
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LIVE
D
0
Ba#
s oa
OOLLAWN
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A e
c
'
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A i, STATE f3P �'
jo
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PIER C B P1TA E
TVPK2AL VOUJENOrs SPANS D
1. PIERS SMALL BE LOCATED AT EACH SIDE OF ALL MATING VALL WEtDQS GREATER THAN 4'-V.
PIECA
PACITY APACITY TABLE
T. PIER LOADS ARE BASED ON 10 PS' ROOF DEAD LOAD. REFER M PAM I-3.3 FOR FWTER DES=
Rklge Beam Column
3. LDAOS TAVAATED ARE TOTAL FOR BOTH NAIVES AT CW-= SWFUU.
Supports
4. FIR 36 VIDES, USE THE 24 VIVE WARTS Fmt 42 VDIES USE THE 20 VIM CHARTS FOR 45 1
WMM USE THE 32 VIDE CHARTS
VrTH ABS PAD FOOTERS
IL SOYLE STACK CONCRETE BLOCK PIER LOADS CANNOT EXCEED 5.760LBS
DOUBLE STACK Cm1CRE'TE BLOCK PD;R LOADS CANNOT EXCEED U,Sa'0.8S
TRWLE STACK WNCRETE BLDCC PIER LOADS CAIODT EXCEED AR6a1.BS
awmen DRT
am 10/21/03
��IAiY LLC
a. PIER wimfr FOR SDLm.E STACK 4a• MAX. PIER HEIGHT FIDE DOUBLE STACK as' HAX
®® EXTERIOR
DOORTYPICO
DOOR OR
OPF]IIN
®. THAN { -0'
MAY [2) "I'S TREATED
WIDILISE T PETS OVER OM
RLocKm FOR SPREADING
LOADS SEE NOTE /S.
PIERS
TYPICGLL
EXTERIORcoo
OR
OPENING
IISE 4E4'S TREATED
MUMAY
M PIGS OVER CAP
UOCKM FOR SPREADING
LOADS SEE NOTE /S
CAP BLDOD)!!G
NOTES.
1. PIERS SM1.1 RE LOCATED UNDER EACH SIDE OF ALL OPENINGS OREATQI X
THAN { FEET SOON AS ENTRY, SUDIHO SIDE
IASS DOORS, ENII G DOORS
S. PIERS ARE NOT REQUIRED UNDER DOORS OR OPENINGS ON THE ENDINALLS
EXCEPT WHEN A DOOR OR OPENING IS WRIRN 11' or THE SIDEWALL OR
MARRIAGE WALL, MUNISING A WED.
S AS AN ALTERNATE FOR SPREADING LOADS TO PM. (4) SR4 SPY BL
NAILED TOGETHER AT 10' O.C. MAY E SUBSTITUTED FOR (G) 4NO3- (1) 0
GtB MT MAY SE USED FOR JOIST AT IB' OJC.
4. ALL LUMBER INSTALLED GELOW THE BOTTOM BOARD MATERIAL MUST E /
TREATED LIYSER. /
S. ADJUSTABLE OUTRIGGERS SHALL NOT BE USED BT PLACE OF TYPICAL
SIDEWALL PIG SPACING AS SNOl#N IN THE TABLES ON PAGES 3.5 AND 7.7
FOR HOMES WITH 30 TO 100 ►SF ROOF LIVE LOADS, UNLESS OTHEREWISE
NOTED.
G MAXIMUM HEIGHT FOR PERIMETERS SINGLE STACK 54' AND OOITBRE STACK
IS BS'.
7. PEROMEM PIERS ARE REQUIRED UNDER ALL rOEPLACE SUN ALI CAI Bt+OOICALO
LOCATION$ PORCH POsT. JAMB STUDS OF YULTDILE WINDOWS AND Am TO SPIEAD LOAD TO PIERS
SIDEWALL OPENING GREATER THAN "' WIDE. ME NOTE S FOR ALTERNATIVES:
APPROVED BY
ON REVISED
p2/14/2017
INC.
F[3fERAI WLNUfIICTUPFDHONE
COHSTHUCRIONARD SAFETY sr"W"S
Pawk K OT
xEn"e;:FL
113417
4' TO L0' RECESS
FOR ORCN SXWNO
JONsrPIOOR
OPENINGS & DOORS
OVER FOUR FEET
Ate' 1t in IDESnNY LLC
- j 1-3.9
MAIN BEAM
MA14
Rim BEAM
PKRS AS R�EOU M
ERS
SUPPORT VIERS
SMALL
PEAS
' MAX.a'-a* YAR. a•-0• MAX
a•-r VAX. 2' UAX
{
Y
W-0• um
PIGR DIAE3RAM FOR TM
UNR
IA
MAW UNT
APPROVED BY
ON
SECTION I
IREw1Bed
Dm 23,2008
SECM B
INC.
TEOFRAL MANUFALTHRTO HOME
NMSTWCTON AND 4ATElY STPNOyIp3
TA0 YNR
PLANVIEW
Ila
REWIRED HER
CAPACITY PER ROOF LOAD
UNSIOCKED
PEIOULYER
2 PCS TRUSS
SINGLE TRUSS.��y
SYMBOL
PIER TYPE
MO. TAG LENGTH
20
to
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aG T
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23•-a•
3335
3335
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28•-r
3710
3710
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Also
6175
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5515
7110
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RIDGE KAM
.PIERS
23'-a•
79'-a•
3310
3950
H/A
N/A
��j,�• STAB�a
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2R•-B•
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710PIERS
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PIER QAPACRY CMARPFORTAO UNR
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1. ALL &ZERIMINGS ARE
W MAX,
2.
NDMEE u'RN T.3 40"StAl3m
)R TVALL• Is mar
LLIRIT[R,
3.
REDINRT MERE GVTH CMACRI
R EFR CN R
S !N! PAGE .a. IP
THE
,N. THE .MA
LOADS felts CAPACRRS
H'F BT DF,N ND W
TODETM[R<
TO SGPPORT RDTN
PIER CAPACITY
REQUIREMENTS FOR
TAG UNIT
o w CRT DESTINY LLC
au 2/21/0R
AMG I3.11
TEMPORARY SUPPORTS
AT RETAIL LOTS
30'A' TO 7V-a BOX LE 4GHTS
NOTES:
PIER SUPPORTS PER UNIT MINIMUM NNDER LBEAM 4 UNDER EACH 1-BEAM
TER SU (S' X X T@ L M , 0 X 16 X T 4' 10' !WO SWMS IF NEEDED)
COLUMNS - @ X B' X 1@ CONCRETE BLOCK, PRESSURE TREATED WOOD OR STEEL.
FOOTERS -1 @ X 1@ MWAdUM, CONCRETE, ASS PAD, PRESSURE TREATED WOOD OR STEEL.
CAP BLOC( - W X S' X T@ MWWI(1M CONCRETE, PRESSURE TREATED WOOD OR STEEL -
EMU - HARDWOOD (NOT T O EXCEED 2' IN THICKNESS)
M�� A�T�N G� UPPO PIERS
)PENDING GRFA R 4d PIER AT EACH END OF OPFNWG, LESS THAN AL@ NO PIERS REOUK(ED.
.get 2 ROOF PIT 30 LB ROOF LOAD HOMES
BAME AB A—ROVE—E 1�PAUIN OFS�WLL NOT EXCEED MORE THAN 12-0'.
APPROVED BY
ON REVISED
A2/14/2017
iNC.
UFAcnim WM
0000 TW=011 NM &%%W STANDAW)S
MANUFACTURED HOMES
TEMPORARY SUPPORT
cum NTT: JWB
DESTINY LLC
QAM12/10/2000
lmft - I-3.12
�0p 4BFAM
�P680�0161B6M1 BNOUi BTAGX REfB WIIII
F tlN11RilIMIIY dPlIQ7(IOKIReODTI,1i
OA EOWHID METAL OR
� i-ieAUNeAaaoao
FBEAM
r E(iUAL EDUAL EQUAL 2'
8 PEER AND FD�TER IUTAL
TEMPORARY SUPPORTS
AT MANUFACTURES MMC y µ ALLED
trtoa+wra+a.cK
NOTES:
THIS DRAWING IS TO SHOW TeMPOFMY SUPPORTS AT MANUFACTURER FACdITY WHEN UNITS ARE
TEMPORARILY STORED. ALL G ERIOR DOORS ON UNITS WLL BE LOOKED. WHILE W STORAGE AND NO ONE IS
TO ENTER UNITS.
APPROVED BY
ONVISED
2/14/2017
INC.A
FEDEPAL IIARDFACRD0 HORS
CORSTRIIC 1 AHD SAFETY STAKDARDS
ME
MANUFACTURED HOMES
TEMPORARY SUPPORT
IMA2/fM n: ewe
oA�e f 0/2009 DESTINY LLC
r"..
`y FBEAAA
I -
SEW
30'-0 TO )6'-0 BOX
LE:NGNTS 1
hags, irMps. m.w eaania wn:rrvzip.,y�::c: 's;.c.: wage .::usei=aesm;rsc:.:..;:-: SS=a:age,-tmcde=21
Page 22 c, 139
BY
Chapter 4 — Setup Procedures
Moving Home to Location
Make surotbo following items are completed boforo plachrg the home:
Revised
U9 09i2002
I. Tlsd.eite � properly:prepared — sae Chapter 2.
2. Alt concrete wo&nocwaeryfor mtdngthe home isfiabhcd.
3. Utilities are installed or available.,
4. Ar* tamemog is complato for crossover dmia ]ices or for wheals that will be left In place.
S. Items that could be difficult to install saw the home is sited (such as anchors or
wound moisture rolarders) arc in their proper locations.
CAUTIONt
The polyethylene sheathing covering exterior walls must be comptetsly removed Prior to
Inttrdlmg the dit for mul"etion homes. Failure to do so ran cause condensation to
build up in the walls and roof and damage the home.
If the exterior siding Is installed on the bout end moor wags, make sure the close-up strips of
wdarior siding material as thstontd severely and both edges of the stripe are scaled with a watew
proofsaalmd. .
Setup ProtedareYPlesse Reid Caiefatly
The aetup Draw dumM coasbt of a mirmnum of two experienced situp members. The home should
be mstalkdas closeas passable to the ground (ae local oodoa and clearance requirements permit — see
page I.3.2).whlle still providing a oMwl space for periodic inspection.' Ilse foilowGsg four items apply
to the installation ofell (tomes. Bachasap shouldbe ehoolted off ashis completed.
I. When the home Is delivered, inspect both the interior and the exiaior fir possiblo shipment
d2Mago before Placta8 it in 113 Baal position. Any damage should hmsadiawly be regorood to
your dealer. All Barring and chassis Morahan; era ant allowed to be removed amite maw
DAPIA approved audt as mmovablehltches and floor inteeb.
2. Prior to installing to home, the soilbeneath• rho Burl tome• locadoh shoild.be prepared as
o Mined in Chapter 2. Datormins the soil bearing aapaaity,'
3. After aelading the foundation eysDom desired select the pier spacing and fbodug arans ftom the
lafomnOM confainod to Chapter 3. Foundations, by eamnparing these Maul emorda to dw
Muct thl Ieadzaae In which the home is imsteiled,
4. If the suppot fon!ndation or tie -down system soleotad cannot be installed when the home is in its '
SW poddoa; these portions adthe support Ibuodatlon sysrom must be installed bef me the home
is poshirmod in ha fiml dcahed location. For eoce *% ground anchom rapafred Sur a do -down
aystemmtmy need to be hateflad bef e, the hams is placed is fro anal position.
I.4.0
BY
09,2002
sin8lawtdesutlon setup Prneadu� � ''�`i�4--7 i1 V
FEDIMLVAMWAMaeaaa
I. Posd=Yoahomeinitadmirodlocarm OaaMCIIDNAND.SU YI
2. Uaiag a.adequato jack atthe hitch (mk i2-tow rating), "rough" levelthe home. This is only
a "rough" level and notthe 'WWI level (seepage 1.4.4
3. Phan8 the individual support &mdadorm undrir the home in the correct sequence is very
impartma and abould be done ao film: Place the Brat Hiking jack under the o ms& main
beam just fmwm of the front spring shachle. I oaato dw IMing jsok so that a pier can be
placed wart to the fioM spring sbacde.
4. Position a second lifting jack under the same dwsia' main beam jest behind tie rear spring
ahackla.
S. Using both jacks aaifarmly. Ha one side ofthe home and piece a pier Wng appropriate sized
Soottogs for saehpier as reftencod in Chapter 3) mad to the from spit shackle.
6. Place a second pier wMa 8 hat of the first or, if necessary. immediately Wiled the rear
spring ei me. On mats with three or mare cAm whore these two piers could be Artier
Vast than tie desired epschl& place a third pier between axis spaced as evenly as possible
between the first two pies.
7. Place one additional pia at each end of the chassis main beam within 2 feet of the mucete
and ofihehoma
8. IA the oPpoarte &W rain beam as outlined above aud'bomgh"davel by placing pies dircWy
Opposite Placed On the first aide.
9. COS "rough' leveling from front to rmrandeide to aide by adjuatiag the pierheiSW
its10.13venly gmCD lutermediate support pies under the maio beams •so that the home is supported
ze required (See pw Iz3.4 and 1-3.3).
11. Plaeeadditionel supports at each side of does and openings in the ddawan greater fiat foe .
feet.
12. Additional. support foundations am desimble under cb=W main beams or Root joists where
extra heavy 5rmitwo or appHancm am located.
13. Mako.a "Anal" faun] adjustment of the home using a standard bubble level or a manometer
IMP IMI (sun page 1.4.7). Work fi m font to tear and side to aide to obtain 11a1" level
mdtkm thmughout to home. All piers ebouhl be snug and in contact with the home.
14. IU thi.down system must be installed according to the datalis in this chapter and the
inst:twdms oftbadc- own and anchor mamma (8eo98ges I.4.12 to 1-4.11 wadi-4.19).
15. Iri the event of c sYght seWimucat any time aria the initial iaataHatio0. relavelin8 caw be
accomplished by Wowing the procedures detailed above for "final" leveling.
14.1
13Y
Revised
an 09;2002
W.laetall all tight shades and light fixtures as needed.. ■ V'XM ■ 11 V
FOM MMJ1tO UUFAAcnxtion
I7. histall all waste plumbing according to die plumbing print that U ah€pped =
home. Be sue to earned aj j drdrs lines and dropouts per this pdm (sae ales pages I-09 and
17.4).
IS. After aoamaadon of utilities is complete, taut utility ago ms (electrical, water, drain lines and
gas lines, as applicable) as described In Chapter S.
19. Vcz*prWw opaatien on all smoke alarms by peSoamhtg the following steps:
.a. lhtermiaedattlrepower soutco is connac0ed.
b. Visually check for proporconnection 0athepower awroe.
a. Manually depress the chock button.
d A `%wad" indicates a working emoko aiarnr
e. India absom of a "smmd' . himn a mphaanert smoke alarm and rapeat items a
• thro e.
£ AU switches mate be India off position whoa oestirg the smoke eletra(s).
20. Check and a4Wt the endro.home for items which. may have become miealign in tmosit or
during setup, such as the following
a Adjust passage doors to close easily withptoparallgnment:
b. Rculiga cabinet dons.
a Adjud dmwers to open and close casily.
d. Adjnstclose: door, aligasd andequsee with walls.
e. m � anse doors to dose easily and be squam with fimn% and to look and
£ Adjust ell windows tb apes and shut casdly.
S. Adjust drapes to opemto easily and completely dose.
h. Rccautk over the top ofedl windows and dome and other sum as necessary.
I. Ra lack any love moldings, panel comeotiws, and true.
J. Rctightan °p* trap fitthip.
21. On some models, it may have been necesesry to ship Ioose appliance vent piping to erasure the
pkpe'a sea kmspostalthm to the final aite. Check all appliances to coaftm dot all venting is
Installed partite appliance installation instructions.
22. Install and/oroumeat all otherpartt and it= shipped Iowa wbhtho home.
23. The imtdo and Via outside of the home should be thoroughly aimed before the Installation is
consideved complete. Remove all trash and am materials from both tho inside and outside
• of the hams.Any dkrt or stoma In the home should be chested up and the osrpot should be
vacuumed.
biald-t"Section Setup Procedure:
I. Strip all die plastic, metal stmppla& and wood broces fiom both Wu (weatherproof covering and
teaPomry suPPons)• hits P �g material lasmllad uadarneath the roof shingles
is not required to be removed Be am all esposed malls and staples are removed.
2. Position or 4mWof the home in its desired location.
I4.2
APPROVED BY
WO ID
MUM
itYeUl 17
WiAOIIR"Y04
001l1®OOII ll� f�f nY iGIp1Nr
3. Placing the individual support foundations under the home in the correct sequence is very
important and should be done as follows: Place the first liftmgjack under the chassis main beam,
just forward of the front spring shackle. Locate the lifting jack so that a pier can be placed next to
the front spring shackle (see page 4.6).
4. Position a second lifting jack under the same chassis main beam just behind the rear spring
shackle.
5. Using both jacks uniformly, lift one side of the home and place a pier (using appropriate sized
footings for each pier as referenced in Chapter 3) next to the front spring shackle.
6. Place a second pier within 8 feet of the first or, if necessary, immediately behind the rear spring
shackle. On units with three or more axles where these two piers could be firther apart than the
desired spacing, place a third pier between axles spaced as evenly as possible between the first
two piers.
7. Place one additional pier at each end of the chassis main beam within 2 feet of the extreme end of
the home.
8. Lift the opposite side main beam as outlined above and "rough" level by placing support piers
directly opposite those placed on the first side.
9. Complete the "rough" leveling from front to rear and side to side by adjusting the pier height as
required.
10. Space intermediate support piers under the main beams so that the home is supported as required
(See pages I-3.6 and 1-3.7).
11. Once the first half of the home is in place, check to make sure that mate line gasket has been
installed by manufacturer around the marriage joint. The gasket will fill any gaps between the
two halves of the home and help prevent air infiltration. If the gasket was not factory installed,
set crew must install gasket provided by factory before the two halves are pulled together.
12. Position the second unit along side the first unit being careful not to jar the first unit.
Approximately six inches or less should separate the floors. Bring the second unit to the first unit
using rollers, jacks, or similar devices. Draw the floors together tight (at this stage the ceiling
will usually be open at the center).
13. Loosely attach the floors together (See page I-4.28). Pre -drills holes in the floor rim joist if
necessary and insert the lag screws. Do not fully tighten.
14. Starting with the inside main beam, rough level the second floor as detailed in Steps 2 through 10.
15. Place additional supports at each side of openings in the sidewall greater than four feet if
additional outrigger supports are not present.
16. Additional piers are desirable under chassis main beams or floor joists where extra heavy
furniture or appliances are located.
17. Place additional piers under the floor rim joist at each ridge beam column location (see page I-
3.8). A pier location strap or tag may be found on the underside of the floor at each required
location.
I-0.3
' sasvietsd
• ,a4,q. os,acaa
)g. Close the gap at the wafte by reismg the oulido of die second unW Camtoct the tap of the
dilgo.boam or odp rail by using. one of the methods shown'($cc page I-429). It may be
comacyta arjjud dos edlias Joint sash bdom insadling the connections A Jack and too is used
to roba* htob wereetling is low (see page•1.4.g). • start in oho front and wcdcduU gh the home to
the war.
19. Tightadthe leg screws to aecor ly &*n the 9oam together.
20. Mob a final level adjustmmrt of the home using a standard babble hwaL lases or a water typo
loved (see page 1.4.7). Work from gent to roar and side to side to obtain S®l level conditions
tLrcughadtbe home. All piers should be sous and is contact with the home.
21. To Ealhthe roof install two Isyers of 150 folt810118 the length of the home's Algelime and tads in
pluses. The toll layom are to be overlapped 6' at cook sum, with the top lWa seams offset a
mhdmua of 4r Som the bottom semis. The overlapped fait must be oeruaded. is wind somas 2
and 3. Ipetall the top comes of shingles on each batf with 4 AhWe msil, positioned SW above
the lain sled and mot in or above the self-sealing strip (use 6 nails far wind zoos 2 and 4. The
mil are to be placed as required by the instructions on the shingle handle vnapper. Cat shimglos
lntbirde addle min slots to be used for the ddge cap. Rmeto.the cat shtngl4 90 degrees and bend
the aidnglslagthwine m astobave anaqusi exposum on aaohhsif ofihe ddga Hegira atthe end
ofthed4p Stoiugthe pmvar7iagwiad sad lay the shingle over tha top edge and secure It on"
side with a aail located 3-W Sam the wxpmod and and P up from the edge. Lay sucoeoding
ahiuglesao as to expose 3° (rafarto ARMA galdolinw and page I-4.32).
IWORTANTI
In cold we0w, warm the abhWes before bending them, sdd hiaWW shimsles and ridse caps
must be hand tsbbed, usIN approved roof cement
22. Conned gas lino sex connector (crossover) where applicable (Sao page 172).
23. Connectedectricai crossover as required with the material provided (Soo page 17.5).
24. Conned duct crossover. flexible crossover oust be supported so that it does riot teat on the
ground (See page 1.6.3).
pMFORTANTI
Do not leave exposed odd on the duct collar — this could result In condensation problems.
Cover the collar with the Insulation
23. Install all.wasto plumbing -according to the plumbing prid that maybe sbtpped with the home.
Be sure to donned VA do* liaaaand dropomta per this print also Mw17.3 amdI7A).
26. Comnedhat and cold water dine ewssovor connedora whew applicable (Soo peso I 72).
27. The dodo= system meet be installed according to the damn in this aka W and the instraationa
ofthe dr(lowa sad sochor mamrlhedrrar (Sao pages I-4.12 through I-424).
28. In the evert of a Slight Gettlerecut any time a$u the iwW. installation, releveling .eau be
arWOnpUs4ed by following the procedures es detallod shove for °Solo lavoling
29. fastall all light shades and light fixtures as needed.
MA
BY
PW Revised
IIHINC.2016
YANUFACIURED HOME
cnoN AHD J6€rAVANW Ati:ction of utilities is complete test utility systems (electrical, water, drain lines and
gas lines, as applicable) as detailed in Chapter S.
31. 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.
i AI I 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 I-4.29).
34. Install carpet, carpet padding and molding where applicable.
35. Check and adjust the entire home for items which may have become misarranged 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
31
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' OH7 am No vwm HNl and "mum SWOP mu Mari w" mm 30OW10 HILL mo mm" 3NL amam 9
dM 0MM0 DNl M all* m M an OL TVA 3M HILL MW OdIMIlM M AM
OM T MOI M 'M MOL AMOU ONV a V JYOU 3MA N>3M13H AVM MM ATUVMOWdl aMU HNA ONV 23.OfY_ ZU JO ANOMd NL
3W 'SM DML =M3u 02WM HNO MMW DMVVd N 3MIML GM MqH Mull MUM HML OM90 Aa OMnu am Ht io HMl um It
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MU OU SUM M MMA ■ R17001 MOOIA DNA N118VA WA NMN IdMM 9LL N Mn AIM-53DId XWM iMLL.=41I, AV VWU HILL
AV O)M" HTVA aNi' MU OMV MW AUMM d00H MU'OMdnX*'NHOU HMVdH OWM 3NL ONMMI Ol KOUM aNOOHS HILL KOILMN 'H
lomm and J61tim E'J 3" MOu= DNl KM MLLLO ntl 0A C 7Na INiHI
1NONM to ON" 11 11 Ad UOu1HOd JDOM /0 Na1mom ONO 34W HMr AM 'OUMrd ONfMI 31LL IOVOW 0Nr O�MIOO9
%TVM INMmuH '8L41M an 'ALL 10 1Numw mu MH3 'Of10AHln S38mm ON m MH 'tOFLL3001 QNOUP HLL ma It
'OIDM A wng Su UO
Maim Um SHL TM LON 00 WnOl OBIS YO COTOL'(OaM W HMOO) UHMM CM MW 3N1 OL WM= GWJU JKL MV •1
LSMIA HNL 30M an v "Um am*= HNl HAOM Hmpm K MA'Mf L"u tN0000S mu aNI $ MI dw OL =1 us Om OMLM
DMl Ol LIMO :WPA 3M Ul DMAIM OMMMD MU M91 OL MUM 3H AM A 'NOWSW OM NaI M ONO= HMO OWAOM HROM
•DMON 30OFLL'MIM V VOA M0003H Am 3HL COMM on OIMMMd mu same tV Hnleltw
Me1H-wide Sadiom Interior Claewp _
wli
A louseitema packagad or atmehwd *4pb% �ew ow mppt mW p�+ga wpld and dam to �
Sap to the back of the msmest. Tame pages oudbw epeatal fsammes that are not b dadod in &w
mamal.
Ali faterior will panoUog omitted at the mamdamwiSS Salt and shipped tome to ft tote
ialorior curse up ehan be dmUW to follows: Use a yr bead of FVA adhosiw on all framing
members and stem waB panob witha minimmn t inch tougetspla ervias at e, on coma- along
an pameL•cdgm and at 12' on comar an Reid 6noaing members. For tripe sad More homes,
hnedor wall p=dWS shall be fadened to will fnmiiag members with drywill acmes osmatla..
Additional molding hoe been provided to Rush the aloe UP at eerlinge, medmg lino wogs, Scott
and marend walls and fn coma ass molding around passages doom bbWags and trim work
Makingapacial attention hen been detailed by the mmuftotodog faoift sad is provided is dds
mammal. All moles and trim work should be EwWad with Sow PP wits 00as Or pia m96.
Atamtlomshauld be made to any witered comers and seam work to Moral tight St
Mawea Drywall MOM Option aKulti•aagon d Homes Only)
If this home some with* unSaichwd drug option, the installer mad fhdeh the dryardl sad .
eomplate .the cost of the faWor aft rho home fe htdilled an sits. Follow an inatraadana
described on page 13.0.
Unt aished Gypsum Board
Homes skipped wLh uaBoLhad Wsmn board well amdlcr cdJA a shill be Said icd on aite.' the
interim fidaha shall base the maximum Same eproad radw mwasmed to aaordanco with
AS MES"la(tMoZO):
in... Qa.A tafNnm
o
Arm
Raft
$
7
wam: ,
G"Nai
200
Adjaeard to eaokirtgrange
30
AdjaaadmormelosingaO accor
W
Mdtf.vdda Saettons Ederior Clasaup
Thoexterfor d tg on the Saar aad rear end walb and atpased mating 8ne walk may haw been
�sthe � gSoft wDh Me bums.The
Intled at the a faotiy i a�shaowbrultdon and vapor se
wM the maaafit091M imtaWou imtrmdoma APPROVED BY
IRevised
Oct. 10 120(
APPROVED BY
ID
21142o17
INC.
Bottomboard Repair
Fastened to the underside of the floor of the home is a special coveting designed to protect
against rodents and moisture as well as to isolate the floor cavity from outside air. This coveting
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
Duo to varying sod 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 line in freezing climates. Daring 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
hrstallation 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.
IA.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 ID' 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 tiffs manual as supplement for exposure 'D' homes.
All details in this manual concerning tiedowns for all homes and interconnections for mniti-
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
am attached to the manufactured home must be installed by a qualified person to prevent any
water damage to home.
BY
2/14/2017
14.11
R17
G
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1= sm"Mm Inn Z M M •rtl*anua M*q
MU Hale .e J VO°BDm�am�NR
Mau °t 0a1nosam
3iI8A
WINO ZONE 1 TIEDOWN SPACING CHART
HOME
SIZE
BOX
WIDTH
I —BEAM
SPACING
MAX. TIEDOWN
SPACING
MAX. FLOOR
HEIGHT H
ANCHOR
ANGLE
12 MADE
140'
99 1/2•
6 ft.
41 In.
71'
12 WIDE
140"
99 1/2"
10 ft.
31 In.
w
12 WIDE
14D'
99 1/2"
12 N.
25 In.
er
14 TIDE
168"
99 1/2'
B fL
43 tn.
61'
14 WIDE
168"
99 1/2'
10 ft.
31 In.
Sr
14 WIDE
168"
112"
6 ft.
32 In.
S1•
14 WIDE
1S6"
112"
10 11.
23 In.
5r
1S WIDE
190'
99 1/2"
10 ft.
43 In.
5r
to WIRE
190"
99 1/2"
12 ft.
31 in.
43'
S WIDE-
190"
99 1/2"
6 ft.
51 In.
5r
16 WIDE-
190"
99 1/2"
10 ft.
35 In.
4r
16 MADE
190"
112"
10 ft.
35 In.
5r
16 WIDE
190"
112"
12 ft.
25 In.
4W
18 WIDE
208.50
99 1/2"
8 It
80 in.
56`
18 WDE
206.5'
99 1/2"
10 ft.
52 In.
SL'
18 WIDE
208.6'
99 1/2'
12 It.
44 In.
42'
SIDEWALL
TYPICAL SIDE ELEVATION SHOVING TIE —DOWN SPACING
NOTESe
1. REFER TD PAGE 4.12 FOR ALL STRAPPING AND ANCHORING REQUIREMENTS.
OOF SLOPE MAY NDT EXCEED 20 DEGREES. MAX. EAVE IS 1 1/2'. FOR
8 WIDE% THE MAX EAVE IS 4".
I3. MAX. SIDEWALL HEIGHT AS NOTED.
4. BOX WIDTHS STATED ABOVE REPRESENT MAXIMUM WIDTHS FOR EACH HOME
SIZE.
WIND ZONE 1 TIEDOWN SPACING CHART
ROME
SIZE
BOX
WIDTH
I —BEAM
SPACING
MAX. TIEDOWN
SPACING
MAX. FLOOR
HEIGHT
ANCHOR
ANGLE
12 WIDE
140•
99 1/2'
120.
80 In.
80'
14 MADE
166•
99 1/2"
12 ft.
80 II6
48'
15 WIDE
19D"
99 1/2"
12 ft.
80 1".
4W
6 WIDEl
ISO
99 1/2'
12 fL
78 In.
3r
6 WIDE
2083"
99 1/2•
12 ft.
80 in.
5wr
*INDICATES MAX. SDEWALL HEIGHT OF 9'-7"
BY
TO
Revised
)ec 21,2004
NC.
MAIN I —BEAM /
EACH STRAP MUST BE —�
LOOPED AROUND THE
AND SECURER NIGHTLY TO TO
EACH ANCHOR.
DOUBLE HEADED ANCHOR.
NDTFN SHARP CORNER PROTECTION MUST
BE PROVIDED BY WRAPPING A PIECE OF
STRAP AROUND THE BEAN UNDER THE
TIE —DOWN STRAP.
J2U
WIND ZONE 1
SINGLEWIDE SIDEWALL
TIEDOWN REQUIREMEM
CRAW Or. JBY �ulaGdnl
DAM 11/30/9S Hm
REM. 12/10/04 1-4.14
WIND ZONE 1 TIEDOWN SPACING CHART
HOME
SIZE
BOX
WIDTH
1-BEAM
SPACING
MAX. TIED("
SPACING
MAX. 1-6EAY
TO GROUND
ANCHOR
AN LE
MIN. A%.
12 WIDE
140"
99 1/2"
6'-6'
24"
21r/5O
14 WIDE
164"
29 1/2"
6'-0'
se
20/SO
16 WIDE
ISO"
99 1/Y
6'-0.
46 In.
20'/30'
NAX. WUEWALL H176HT OF 9'-0'
APPROVED BY
woo
AJul 20,2007
, N NC.
F®ExAL WYIOFACRRC-0 H01�
coxsmu rnox axn snitTv sramnpns
� i H17.2Q397
4 '•_ STATE'# ; ,Q'.
TYPICAL SIDE ELEVA710H SHOWING TIE -DOWN SPACING
W O ZONE 2 TIHDOWN SPACING CHART
I-BEAM
SPACING
MAX. Timm
SPACING
MAX. 1-BEAM
TO GROUND
ANCHOR
ANGLE
j
E
09 1/2"
S'-6'
42•
42"
09 1/2'
S'-6'
42'
41°
00 I/2"
I
MAX. SIDEWALL HEIGHT OF 0'-0'
WIND ZONE 3 TIEDOWN SPACING CHARY
HOME
SRE
BOX
WIDTH
I -BEAM
SPACING
MAX. TIEDOWN
SPACING
MAX. I -BEAM
TO GROUND
ANCHOR
ANGLE
12 WIDE
140'
00 1/2'
4'-4•
42'
43°
14 WIDE
164•
99 1/Y
6'-6"
42'
42"
16 WIDE
166"
09 1/2'
4'-B•
42'
39.
MAIL 51DEWALL HEM OF 0'-O"
1. REPFA TO PAGE 4.12 FOR ALL STRAPPNQ AND A140 HORM REQLS*ME 4TA.
2 SDIEWALL HIEK* T 108'.
. & BOXWIDTHS ARE 12VAM-140',14WIDE-169' AND 1SNIDE.186'.
4. MIMMUM ANCHOR CAPACITY TO BE PE OR RA CERTIF® TO THE MA701NLRN1 CAPACITY PER MSTALLE
OF SOB. ANCHORS MUST BE WSFALLSD TO FULL OEM AND 12 MCHES ABOVE1HE WATER TABLE
& THE RESULTANT LOAD AND THE RESULTANT ANGLE ARE EASED ON THE MAmam FLOOR Hac*ff.
• EL Ml"U STRAPS TO SE .035X1 1A'TYPE 1, FINISH B STEM STRAP OOKF;0Fw UNGTO ASTM 0325341
MUST BE ABLE TO RESISTA MK MNG LOAD OF 3160 LBS.(g28 LIESLULTTM M.
�. SEE MANUAL. FOR TlIR SPEaMATIONS, SPACING AND FOIMQ Ste.
STRAPS ARE REQLmw ALONG EACH SIDE OFTHE HOME A VERTICAL STRAP MUBTBEPLAC®AT
EVMY DIAGONAL
Sri10 WVZKETS ORANGE 2BRgq� THE VSTRON. STRAPS TO SIDE WALLS WITH B.D161
TO OPPOSITE
MAIN I -BEAM
EACH STRAP MUST BE
LOOPED AROUND THE 1-BEAM
ACH ANCH�TIeGIRr TO
DOUBLE BEADED ANCHOR. —
WIND ZONE 1, 2 & 3
SINGLEWIDE SIDEWALL
DRAIN 6Y: DR
CAM 6/22/07
xtr
1-4.14.1
WIND ZONE 2 TIEDOWN SPACING CHART
HONE
SIZE
BOX
WIDTH
1—BEAY
SPACING
VAX, TIEDOWN
SPACING
MAX. FLOOR
HEIGHT
ANCHOR
ANGLE
12 WIDE
140'
99 1/2'
40.
30 Tn.
Be
14 WIDE
168'
99 1/2'
6 ft.
36 in.
-Sr
16 WIDE
190'
99 1/2'
6 ft
52 In,
50
16 WIDE*
190"
99 1/2'
18 WIDE
208.5'
99 1/2'
8 if.
68 In.
SAC
1^wen,ca n . QIUEWALL HEIGHT OF W.7T
WIND ZONE 3 TIEDOWN SPACING .CHART
HOME
SIZE
BOX
WIDTH
1—BEAM
SPACING
MAX, TIEDDWN
SPACING
VAX. FLOOR
HOOK H
ANCHOR
ANGLE
14 WIDE
168'
99 112-1
S ft.
I 36 In.
1 S4'
16 WIDE
190"
99 1/2'
5 R.
52 In.
S4'
1B WIDE
208.5'
99 1/2'
5 H.
87 In.
54'
MAX. SIDEWALL HEIGHT - 8'-7" FOR 12 WIDES.
TYPICAL SIDE ELEVATION SHOWING TIE —DOWN SPACING
NOTESt
�tEFER TO PAGE 4.13 FOR ALL STRAPPING AND ANCHORING REQUIREMENTS.
ROOF SLOPE MAY NOT EXCEED 20 DEGREES. MAX. EAVE IS 1 1/2'. FOR
18 WIDES, THE MAX EAVE IS 4'.
SE NOTED.
4. BOX WIDDEWALL HEIGHT IS THS STATED ABOVE •-10'REPRESENT MAXIMUSS M WI WIDTHS FOR EACH HOPE
SIZE.
WIND ZONE 2 TIEDOWN SPACING CHART
HOPE
SIZE
BOX
WIDTH
I —BEAU
SPACING
VAX. TIEDOWN
SPACING
MAX. FLOOR
HEIGHT H
ANCHOR
ANGLE
12 WIDE
140'
99 1/2'
8 H.
64 In.
77'
14 WIDE
168`
99 1/2"
6 f1,
65 In.
SY
16 WIDE
190'
99 1 2'
6 ft.
65 In,
51,
16 WIDE
190'
99 1/2'
6 ft.
65 In.
M-
IS WIDE
208.5'
99 1/2'
6 H.
SO In.
SO'
-inDIGAlES MAIL SIDEWALL HEIGHT OF 9'-7'
WIND ZONE 3 TIEDOWN SPACING CHART
HOME
SIZE
BOX
WIDTH
hBEAM
SPACING
VAX, TIE -DOWN
SPACING
VAX, FLOOR
HEIGHT H
ANCHOR
ANGLE
12 WIDE
140'
99 1 2'
7 ft.
51 In.
75'
14 WIDE
168'
99 1/2'
5 ft.
65 In.
55'
18 MADE
190`
99 1/2'
5 ft,
65 In.
S8
18 WIDE
208.5`
99 1/2`
5 f1.
8D In.
SI
MAX. SIDEWALL HEIGHT o 8'-7" FOR 12 WIDES.
TIEDOWN SPACING REQUIREMENTS _ OP
APPROVED BY
Revised
Dec 21,2(
INC.
:ACTUNEO HOME
AND SAFM STAKIMUS
STRAPS Q
WIND ZONES 2 & 3
SINGLEWIDE SIDEWALL
TIEDOWN REQUIREMENT
DRAW Br. ,IBM MAnufaGuAn
f
'"buryu, DAM 11/30/98
NLY.
1-4.15
IIINEAR
STRAP
\TO ASSEMBLY ONLY.II I �I II ASSEMBLY EYS.EOOMO' is
r HEADED
C�[ 14
WIND ZONE 1 TIEDOWN SPACING CHART
HOME
SIZE
BOX
WIDTH
I -BEAM
SPACING
MAX. TIEDOWN
SPACING
MAX. FLOOR
HEIGHT H
ANCHOR
ANGLE
+24 WIDE
138'
99 1/2"
6 H.
29 In.
ar
+24 WIDE
138'
99 1/27
4 ff.
45 In.
7W
24/36 WIDE
142'
99 1/27
8 H.
25 In.
61'
24/35 WIDE
142'
99 1/2"
6 ff.
35 In.
68'
24 WIDE
142'
112"
4 H.
32 in.
76'
26/42 WIDE
196'
99 1/2'
10 ff.
28 In,
57
28/42 WIDE
I 166"
1 99 1/2"
6 ff.
40 in.
59,
028 WIDE
166"
99 1/2'
8 H.
34 In.
54'
•28 WIDE
166'
99 t/Y
6 H.
50 In.
w
28 WIDE
168'
112'
8 ff.
30 In.
59'
28 WIDE
166"
112'
6 H.
43 In.
or
32/45 WIDE
180'
99 1/2"
10 ft.
39 In.
50'
32/45 WIDE
180'
99 1 2'
a ff.
55 In.
59'
32 WIDE
1S0'
112'
10 H.
32 In.
50'
32 WIDE
1&0'
1t2'
8 H.
44 fa
59'
32 WIDE
ISO,
99.5'
8 It.
47 In.
64'
• - INDICATES MAX. SIDEWALL HEIGHT OF 10'-1"
+ - INDICATES MAX. SIDEWALL HEIGHT OF 9'-1'
WIND ZONE 1 TIEDOWN SPACING CHART
HOME
SIZE
BOX
WIDTH
I -BEAM
SPACING
MAIL TIEDOWN
SPACING
ILAX. FLOOR
HEIGHT M
ANCHOR
ANGLE
+24 WIDE
136"
99 1/2'
12 ft.
80 In.
38'
024 WIDE
142'
99 1/2-
12 H.
80 In.
4r
S25 42 AIDE
168'
99 1/2'
12 ft.
80 In.
43'
-28 WIDE
166'
99 1 2'
12 ft.
67 In.
30'
-32/45 WIDE
1a0'
99 1 2'
12 H.
80 In.
4S
a32 WIDE
180'
1 99 1/2-
1 12 ft.
1 72 In.
1 31Y
• - INDICATES MAXIMUM SIDEWALL HEIGHT OF 7'-10" FOR 24 WIOES
AND W-6' FOR 28 AND 32 WIDES.
w - INDICATES MAX. SIDEWALL HEIGHT OF
+ - INDICATES MAX. SIDEWALL HEIGHT OF W-1".
TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACING
PER CHARTS
NOTES:
1. REFER TO PAGE 4.12 FOR ALL STRAPPING AND ANCHORING REQUIREMENTS.
2. ROOF SLOPE MAY NOT EXCEED 20 DEGREES. MAX. SAVE IS 12'.
3. MAX. SIDEWALL HEIGHT IS 8'-7' FOR 20, 24 AND 36 WIDES. MAX. SI
HEIGHT IS W-1' FOR 28/42 AND 32/43 WIDES. UNLESS OTHERWISE
IBOX WIDTHS STATED ABOVE REPRESENT MAX WIDTHS FOR EACH HOME
APPROVED BY
IONRevised
Mar 03,2005
ANC.
FEDERAL MANNFACTURED ROME '
CONSTRUCTION AND SAFETY STANDARDS
STRAPS d
WIND ZONE 1
MULTIWIDE SIDEWALL
cum or JBM
DATD 11/30/98
U 2
RM
1-4.16
new
WNW
Amp I=
STRAP CONNECTED TO
NEAREST 1-SEAM
ONLY.
�l{IM NY
ASpllllf Alofee
WIND ZONE I MOW14 SPACING CHART
HOPE
512E
B01I
WIDTH
I I-fiFA4
SPACING
MAX TIEDOWN
SPACING
MAX. FLOOR
HEIGHT (H)
ANCHOR
ANCIE
YOL
24 WOE
140'
99 1/2'
W-4'
24'
27/SP
n WOE
100'
99 1/2' li
6'-2-
30'
20'/30'
32 WIDE
176'
99 1/2' 1
7'-9-
40'
20'/5C'
510EWALL (EIGHT OF 9'-O"
APPROVED BY A
a
A.711_l 20,2007
iNc.
FEDERAL W WYFACNmo NOSE
mN51WIrnOa ANO SAFErsOIEOAROS 3F.
N0. 21MI7
STATE
R
WIND ZONE 2 TIMM SPACING CHART
YE
IZE
60R
WIDTH
I-BFAN
SPACING
NAIL TIEOOWN
SPACING
MAX FLOOR
HEIONT (H)
ANCHOR
ANGLE
ROE
j24
140'
99 1 2'
S'-10'
42-
37'
WOE
HBO'
99 1/2'
S'-f0"
42'a7°WIOE
178'
92 1/1' 1
0'-0'
SIOLWARL HEIGHT OF 9"-0-
WIND ZONE 3 TIEDOWN SPACING CHART
HONE
SIZE
BOX
WIDTH
1-6EAN
SPACING
I MAX. TIEDOWN
SPACING
MAX FLOOR
HEIGHT (H)
ANCHOR
ANGLE
24 010E
140'
09 1/2'
4'-6'
42'
400
tD WOE
tor
so 1/Y
I
42'
41'
32 WIDE
173•
L 09 1/2'
I 4'-0' 1
42'
37•
WULWALL HGWR OF 9"-O'
TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACING
PER
VOTES:
1. FIVER TO PACE 4.12 FOR ALL STONING AND 11210110111110 I01W091p113,
L ROOF UK MAY NOT m m 20 OLtliQ2 EZCEPT Too 0/12 TOM. MAL GYE Jr.
3. SOCWAL HOW 6 D'-D'.
4. 90W WIDTHS ARE 24 WOE-1407. 20 WOE-100' ANO 32 WIOE-17W.
3. WRAPS ARE RE0IRRED MONO FAUN SOE pF HONE. A =AL STRAP YUST BE PLACED AT EVERT' DIAGOHL{L (VOID 2pNE t ! a}
FASTEN THE YDTTM+LL SRA►0 TO SOE WAILS WITH A E102R R10 O ANGLE BRD12T5.
G. WWWY ANCHOR CAPACITY TO OF FA OR RA CED0IFD 10 THE MWAIM CAPACITY PER O67AIlEO ANCIE AND TYPE
OF SOD. ANCHORS WO BE INSTALLED To POLL DEPTH AND 12 DCHTS ROVE WA1ER TAINL
TTHHE�FHRLEySLLSTTRAANY LOAD AND THE RMLTTAWT AMU ARE RASED ON Ur
KIIOODMIW I= NEOIR.
WST 0E A9E T0� WAD I* rlA EIS. LBS. LZTYAIr 10 AS OW"I
9. SEE IGNOAL TOR PIER SFECIDCATONS SPACING AND FOOTING MM
STRAPS !
10& SIDE WALLS
WIND ZONE 1, 2 & 3
MULMWIDE SIDEWALL
DAM 0/22/07
1-4.16.1
s
STRAP CONNECTED 70
NEAREST I -BEAM
ONLY.
FLOtlR ASSEMBLY
HA556
m
aol
ISM x
n W
WIND ZONE 1 TIEDOWN SPACING CHMT
HOME
SIZE
6011
WIDTH
1-BEAN
SPACING
MAIL 11EDOWN
SPACING
MAIL FLDOR IANCHOR
HEIGHT (H)
LE
24 WIDE
140"
N/A
N/A
N/A
I N/A
26 WIDE
160'
99 1/T
WO'
36
20'/SO'
32 WIDE
178•
99 1/2"
4'-B'
46'
20'/50'
SIDEWALL HEIGHT OF 9'-0'
APPROVED BY ff�
9Q
00
20,2007
A
NINc.
AERERAl51NWfAC1UPID xa�
CDPSi1PICPOPRI015AFEtt55ANDWU5 64
No. 20897
STATE "OF' Al�
vra—
rit»vur
M2�t
WIND ZONE 2 TIEDOWN SPADING CHART
rit»vur
M2�t
WIND ZONE 2 TIEDOWN SPADING CHART
HOME
SIZE
BOX
WIDTH
SPACING
SPACING
HEIGHT (M)
ANGLE
24 WIDE
1400
N/A
N/A
N/A
N/A
se 110[
160'
M LT
a'-6•
42•
40'
32 WIDE
17W
>re 1/2'
3'-6'
4Y
37'
SIDEWALL HEIGHT OF W-0-
WIND ZONE 3 TIEDOWN SPACING CHANT
HOME
SIZE
BOXj
WIDTHC
EAN
!
MAX TIEDOWN
SPACING
MAX FLOOR
HEIGHT (H)
ANCHOR
ANGLE
24 WDE
140'/A
H/A
N/A
N/A
26 WOE
160'i/2'
2'-10•
42'
4r
S2 Y60E
176"1/2•
2-10
42'
3>M
SIDEWALL HFJOHT OF W-0-
TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACING
NOTf�
1. IBM M PAGE 4.12 FOR ALL TRAPPING AN k="0 REGUMa"S.
L ROOF SLOPE MAY NOT DUED 2D DECR IS MCEPE FOR S/12 ROOF. MAR FARE 12'.
3. SMALL NOW IS V-0'.
4. LO2 WIDTHS ARE 24 WOE-140'. 26 %lOE-190• AND 32 WIDE-17r.
6. SIRAFK ARE REOIRBD ALONG FRG SM OF HOLE. A VEWRAI. TRAP N !E HAL2D AT EYERT OBSONAL (WRD i01E 2 t l}
FASIDI THE VOICAL STRAFS M SIDE WAILS WITH A DADA DP40 02 ANCIE CAALIRR
6. YM AIM ANCHOR CAPACITY TO BE FA OR RA MVIRED TO THE HAOMIRI CAPACITY PER Y6TAUID ANCIi AND TEPE
OF SOL ANCHORS MUST BE INSTAUED TO FULL DEPR1 AND 12 MWES ABOVE WATER TABLE
IHpEEyRpLySIRg}IpANT LOAD
RAND
pTTHHE R'E RILTYAIlt ANGLEE�ARE
E BAASEED ON TTHREApMAC2pHUHII FFAIIODOR NBpR.
MIST BE ABLE 10 RFSISf A WDIO IDAD LOF 13 SO PET. L4T23 Iffi. ULNMIEI. TO ASIM 0391341.
9. SEE MANUAL FOR PIER 5➢iCI11CA1O18. SPACING AID FOOTWG SUM
STRAPS a
WIND ZONE 1, 2 & 3
6/12 HINGED ROOF
MULTMnDE SIDEWALL
GRAM BT: DRT
mm 6/22/07
REY
1-4.16.2
VERT. TIES
REQ'D. —
STRAP IS CONNECTED
TO NEAREST I -BEAN
ANGLE
WIND ZONE 2 TIEDOWN SPACING CHART
HOME
SIZE
BOX
WIDTH
I -BEAM
SPACING
MAX. TIEDOWN
SPACING
MAX. FLOOR
HEIGHT H
ANCHOR
ANGLE
+24 WIDE
136"
09 1/2'
4 H.
24 In.
63'
24 35 WOE
142'
99 1 2'
4 H.
34 In.••
6T
24 WIDE
142'
79 1/2"
5 ft.
43 In.
61'
28/42 WOE
166'
99 1/2'
S H.
39 In.
S9'
•25 WIDE
168'
09 1/2"
4 H.
42 In.
60'
32 IS LODE
190'
09 1/2"
a It.
41 In.••
SY
•32 WIDE
160'
99 1 2"
5 H.
41 In.
60'
VERT.
REQ'D.
17
ANCHOR-'
1
ANGLE OOO
WIND ZONE 2 YUMOWN SPACING CHART
HOME
SIZE
. BOX
WIDTH
hBEAl1
SPACING
MAX. TIEDOWN
SPACING
YAILFLOOR
HEIGHT H
ANCHOR
ANGLE
+24 WIDE
136'
99 We
8 11.
50 In.
26'
24/33 WIDE
142"
99 1/2'
6 ft.
65 In.
33'
24 WIDE
142'
79 1/2"
5 It.
65 in.
41'
28/42 WOE
166'
99 1/2"
D H.
65 In.
35'
•28 WIDE
166'
99 1/2'
S H.
65 in.
35'
32/AS WOE
I80'
1 99 1/2'
6 H.
65 In.
33'
• -INDICATES MAX, SIDEWALL HEIGHT OF 10'-1'. • -INDICATES MAX. SIDEWALL HEIGHF OF IW-1-
•+ - INDICATES MAX. FLOOR HEIGHT OF 32' FOR SOW & 34' FOR 45 W. + -INDICATES MAX. SIDEWALL HEIGHT OF 9'-1'
a — tYn1I.1TK YAV VU)MA11 MCISNT OC 9'—I'_
WIND ZONE 3 TIEDOWN SPACING CHART
HOME I
SIZE
BOX
WIDTH
I I -BEAM
I SPACING
MAX. TIEDOWN
SPACING
MAX. FLOOR
HEIGHT X
ANCHOR
ANGLE
+24 WIDEJ
136'
1 99 1/2"
N/A
N/A
N/A
24/38 WOE
142'
1 99 1/2'
4 H.
27 In.•••
or24
WIDE
142"
79 1/2"
4 It.
45 In.
62'
25 42 WOE
166'
99 1/2'
4 H.
41 In.
59•
825 WOE
166'
Be 1/2'
4 H.
32 In,
Sr
32/45 WIDE
160'
99 1/2"
3 H.
40 tn.•••
50'
032 WIDE
18V
99 1 2"
4 1t.
44 in.
52'
••• - INDICATES MAX. FLOOR HEIGHT OF ZY FOH 4OW Mg u POn
+ - INDICATES MAX. SIDEWALL HEIGHT Of
BY
WIND ZONE 3 T@DOWN SPACING CHART
HOME
SIZE
BOX
WIDTH
I -BEAM
SPACING
MAX. TIEDOWN
SPACING
MAX. FLOOR
HEIGHT H)
ANCHOR
ANGLE
+24 WIDE
Ise
99 1/2'
6 H.
73 In.
36'
24/36 WOE
142'
99 1/2-
4 H.
65 In.
38•
24 WIDE
142'
79 1/2'
4 H.
. 66 In.
40'
/42
166'
99 1/2'
4 H.
95 In.
35'
32/15
160'
99 1/2'
S H.
65 In.
33'
• - INDICATES MAX. SIDEWALL HEIGHT OF 10'-1'
+ - INDICATES MAX. SIOEWALL HEIGHT OF 9'-1'
TYPICAL SIDE ELEVATION SHOWING TIE -DOWN SPACING
NOTES
1. REFER TO PAGE 4.13 FOR ALL STRAPPING AND ANCHORING
REQUIREMENTS.
�. ROOF SLOPE MAY NOT EXCEED 20 OEGREES. MAX. EAVE IS 12'.
MAX. SIDEWALL HEIGHT IS 7-40' FOR 24 AND 35 WIDES. MAX.
SIDEWALL HEIGHT IS W-8' FOR 28/42 AND 32/45 WIDES UNLESS
OTHERWISE NOTED.
4. e0X WIDTHS LISTED ABOVE REPRESENTS MAXIMUM WIDTHS FOR EACH
HOME SIZE.
STRAPS R
WIND ZONES 2 &.3
MULMIDE SIDEWALL
DRAW Dr. JUM DESTINYINDUSTRIES,
DAM 11/30/98
Ten 2/25/O5 1 1-4.17
s
s
STRAP ISR CONNECTED
'
STRAP IS CONNECTED
TO NEAREST I -BEAM
TO BOTH I -BEANS
If FLOOR ASSdBLY
ONLY
FLOOR
ASSEMBLY
IS
'
HSS j
1
0
=
x
a
JAN
ANCHOR_N�
ANCHO
' ANGLE
ANGLE
WIND ZONE 1 TIEDOWN SPACING CHART
WIND ZONE 1 TIEDOWN SPACING CHART
OX
I -BEAU.
IDEWALL
ROOF -MAX.
TIE
AX. FLIT
ANCHOR
HOME
BOX
1-BEAM
DEWALL
ROOF
MAX. TIE
MAX. FLIT
ANCHOR
DTH ,SPACING
HT.
PITCH
SPACING
HT. N
ANGLE
SIZE
WIDTH
SPACING
HT. X
PITCH
SPACING
HT. H
ANGLE
36'
99 i/2"
i
6112
4 it
24 in.
6S
24 WIDE
136'
99 1/2"
10'-1'
6:12
8 tt.
49 In.
26'
gWIDE
40'
99 1/2'
10'-1'
6:12
4 ft.
Z7 Im
82'
24 WIDE
140'
99 1/2'6:12
8 ft.
47 in.P60"
99 1/2"
10'-1'
6:12
4 ft.
M In
61'
28 WADE
160'
99 1/2
10-1
8:12
8 tt.
34 In.
16'80'
99 1/2'
II
4 tt.
SS In.I
59'
32 WIDE
180'
99 1/2°
10'-1"
6:12
7 ff.
67 In. 1
7.W
TIEDOWN SPACING REQUIREMENTS -NEAREST] -BEAM JAI
TIEDOWN SPACING REQUIREMENTS -BOTH I -BEAMS B
WIND ZONE 2 TIEDOWN SPACING CHART
NONE
BOX
1-BEAM SIDEWALL ROOF MAX. TIE MAX. FLIT ANCHOR
Z
SIZE
WIDTH
SPACING HT. PITCH SPACING HT. H ANGLE
.
24 WIDE
136'
99 1/2' 10'-i" 6:12 4 tt. BO In. 36'
STRAP IS
FLOOR -ASSEMBLY CONNECTED TO
24 WIDE
140'
99 1/2' 10'-1' 6:12 4 ft. •80 In. 38'
_ SIS OPPOSITE [-BEAM
28 WIDE
16V
99 1/2' 10'-1" 6:12 4 ft. 76 In. 34"
VERTICAL p,
32 WIDE
18V
99 1/2' 10'-1' 6.12 4 ft. 65 in. 31'
TIES
REQUIRED
n
WIND ZONE 3 TIEDOWN SPACING CHART
HONE
BOX
I-BEAM'-ISIDEWALL ROOF YA1f. TIE MAX. FiR ANCHOR
SITE
WIDTH
SPACING I HT. 00- PITCH SPACING Hi. N ANGLE
ANCHOLn
24 WIDE
13V
99 1/Y 10'-1' 6:12 4 tt. 34 In- 36'
ANGLE
24 WIDE'
140'
99 1/2" W'-1' 6.12 4 1t 33 in. 36'
28 WIDE
160'
99 1/2' 10'-1' 6:12 4 tt. 28 In. 35'
32 -WIDE
180°-
99 1/2' W-1" 6.12 1 4 ft. 25 In. 34'
TIEDOWN SPACING REQUIREMENTS - OPPOSITE ]-BEAMS
C
„c 0<%�i,,
APPROVED BY
o S E
2e4
ON Revised
''a;�FrjIGfi.'�
10,2005oM•
AJIN
HIGH PITCH
FEDERAL NANUFACNRED HOME
.NOTES: COHSIRUCTIGNAND SAFEIYSTANDARDS
ROOF TIEDOWN
THIS DETAIL APPLIES TO 24, 28 AND 32 WIDE HOMES WITH HIGH PITCH (HINGE) ROOF DESIGNS WHERE
REQUIREMENTS
THE RISE OF THE ROOF (FROM TOP OF SIDEWALL TO ROOF PEAK) IS GREATER
THAN
FOUR
FEET.
MAX. ROOF :PITCHIS 6/12.
DRATM Ifn JBM DESTINY
2. REFER TO PAGES 4.12 AND 4.13 FOR ALL STRAPPING AND ANCHORING
REQUIREMENTS.
INDUSTRIES, LLO
3. MAX. EAVE IS 12"
DAE 11/30/98
4. BOX WIDTHS STATED ABOVE REPRESENT THE MAXIMUM WIDTH FOR EACH
HONE SIZE.
1-4.18
Rfl. 7/15/05
LONGITUDINAL TIEDOWNS ARE ATTACHED TO PUNT WELDED BRACKETS ON THE I —BEAN (AS SHOWN) OR
WRAPPED AROUND THE ENDS OF CROSSMEMBERS, MAX. 3' FROM I —BEAM• ALTERNATE: SITE INSTALLED
BRACKET CAN BE BOLTED TO FRAME PER MANUFACTURER'S INSTRUCTIONS (MUST BE RATED FOR 3150 Lao.
WORKING LOAD.)
FLOOR
`BEAM
1 L
% I T
DOWN STRAPS i
�—ALTERNATE TIEDOww PLATE WELDED IGIE 1
TO t-BEAM IN PLANT. (SEE PAGE (G
4.21). INSTALLER MUST PROVIDE
HIGH STRENGTH BOLTS (SAE GRADE °
3)• STANDARD NUTS (GRADE 2),
AND APPROVED TIEDOWN BRACKETS ANCHOR BE IN LINE WITH STRAP UNLESS APPROVED
(MANUFACTURED BY TIEDOWN APPROVED ANCHOR WITH STABILIZER PLATE OR COLLAR IS INSTALLED. FOR 4S MAX. ANGLE, 'W
ENGINEERING AND MINUTE -MAN) SDITETISIONING HEAD MUST BE GREATER OR EQUAL TO V.
INSTALLATION OF LONGITUDINAL TIE DOWNS
ZN RO �i MAX. xoME SIZE
CARD HOME SIZE
14 WIDE 14•-0'
16 WIDE I5'-10'
- 284 ? B o 18 WIDE 15'-10'
�7/ 03 ° - 2A WIDE 23 -8•
' gip, c a H �,I'
2B WIDE 27'-8
�i�'9�,;"�„u,...•"\`\0��� o 28 WIDE
-'rtW 27 -8
�ipNuunuOPNP\ N 32 WIDE 3p'-0
zF 24 WIDE W HINGED ROOF 23'-4'
APPROVED,B--Y 24 WIDE W HINGED ROOF 23'_4'
�8ev10,2 c 28 WIDE W HINGED ROOF 27'-B'
5+`0,2°06 28 WIDE W/ HINGED ROOF 28'-B'
IIVV. 32 WIDE W HINGED ROOF 30'—D
annum.vecwe.m
ain+w<r�.owmameroa g 32 WIDE W/ HINGED ROOF 30'-0'
A
MAX, WALL Hl7CxT
MAX. VERTICAL
PROJECTION
MAIL. STRAP ANOLE
NO. OF TIEOOWNS
8•-D"
2•-6"
4,
3
8'_0'
a'-6'
8-0
2'-8'
3 -6
fS
45'
3
3
s
g•-0
4-0
ST
4
8 -6
4 -0
43•
S
B'-0
8'-i
10'-1"
B'-W
1 10'-1'
8'-0"
10'-1"
4'-0"
S'-10'
S'-10'
7'-a'
6'-8'
8'-4'
7'-6'
is
4s
45'
450
45.
4S
45•
S
S
6
6
7
7
8
HOME SIZE MAX. HOME SIZE
MAIL WALL xVGHT
WUI. STRAP ANGLE
N0. OF TIEDOWNS
14 WIDE 14'-0'
Z ng 16 WIDE 18'—IO'
F 24 WIDE 23'—B'
B o W 28 WIDE 27'-8
H e? 32 WIDE // 30'-0
�� MCED £RO(Si Z3'-4'
s 2a DE W
S INCED R F 26'-6"
a'-0'
2'—B'
44
4
8'-0
2'-6'
44
4
8 —0'
3 —6'
4S
8
8'-0'
4'-0"
4S
8
a'-0'
4'-0'
45•
8
f0'—t'
S'-10'
4S
7
f0'-1'
6'-8'
4S
8
32 WIDE W 3D'-0'
INGED RO F
10'-1°
7'-6'
4S
9
MAXIMUM PIER HEIGHTS
NOT REOUHUNG
LONGITUDINALTIEDOWNS
IN WIND ZONE
1
SECTION MAXIMUM HOME
HOPE SIZE WIDTH
8
14 WIDE 14'-0
TOTAL NUMBER OF LONGITUDINAL 16 WIDE 18 —10
TIEDOWNS AT EACH END OF HONE
PER CHART. 24 WIDE 23'-4'
24 WIDE 23'=4'
28 WIDE 27'-6'
PLAN VIEW 28 WIDE 26'-8'
�.--- 32 WIDE 30'-0'
32 WIDE 30'-0'
MAXIMUM WALL
HEIGHT
H
MAXIMUM VERTICAL
PROJECTION
Z
SNGL STACK DN�GTX ACK PIER
uIER
to
84'-0'
76 —0' 84' • 8'-0"
MAN.
PIER HEIGHT Q
8'-7'
4'-8"
N/A•
N/A•
43
55
9'—
5'-2
N/A*
N/A*
3a
47
8'-7'
4•-0"
N A•
24
43
80
10'-1'
5'-10'
N A•
N/A*
33
40
9'-7"
4'-7'
N A•
N/A*
41
SO
10'-1"
6'-6'
MAN
N/A'
32
38
9'-1'
w_r
N A•
N A•
41
50
70'-1"
7'-8"
N A•
NW
31
37
• IF ANY PIER EXCEEDS THE MAXIMUM
_ END OF EACH SECTION OF HOME.
PIER HOOK.
INSTALL 2 LONGITUDINAL
TIEDOWNS AT EACH
�® •• FOR ALL HOMES LESS THAN
OF EACH SECTION OF NON£
84' IN LENGTH. INSTALL
WITH MAXIMUM STRAP
2 LONGITUDINAL
ANGLE OF 4S.
TIEDOWNS AT EACH END
LONGITUDINAL TIE DOWN REQUIREIVENYTS S
WIND ZONE 1 CHART ASSUMES SINGLE STACK PIERS B" WITH A BLOCK WEIGHT OF 25 LITS. OR
DOUBLE STACK PIERS 18' WIDE WITH A BLOCK WEIGHT OF 30 LM PIERS ARE AT 12'-0" O.C.
MAXIMUM SPACING.
LONGITUDINAL TIEDOWN
REQUIREMENTS
oR,�wl 61': JBN
OAO II/30/98
oESTINYINOUSTRIFS, LLC
2. FOR DOUBLEWIDES WITH HINGED ROOFS IN WIND ZONE 1, ALWAYS INSTALL 2 LONGITUDINAL TIE
DOWNS AT EACH END OF EACH SECTION (4 TOTAL EACH END OF HOMO.
3. REFER TO NOTES ON PAGE 4.12 FOR STRAPPING AND ANCHORING SPECS.
I - 4.19
ITEM 7/Is/os
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FLOOR
I -BEAN
APPROVED BY
womf REVISED
32VISE
NPINC.
N�iII[IaQ�NOR
APPROVED ANCHOR
SINCLE TOISWNRD
IF THE NUMBER IS GREATER THAN
THE NUMBER OF 1-BEAM USE I PER
BEAM. THEN ADDAN ADDITION
STRAPS STARTING AT THE OUTSIDE
MOST 1-BEAM.
SECTION
APPROVED ANCHOR
SNOIE TEN90mm
NONE SIZE
OT
NONE SIZE (NONE A I NENRIT� I . VERTICALCTION�I STRAP ANOLEMAKINEM I OFA EACH
NONE SIZE
NONE SIZE
H
OF LommoINAL DEDOINO AT BECRONO OF III] ES ORCUP AND DID Of AID OROL/ PER CHART.
1. REFER TO PAGE 4.13 FOR ALL STRAPPING AND ANCHORING REQUIREMENTS. REQUIREMENT:
2. ALL I -BEAM SPACING 92 ire
3. SEE CHART & 2 FOR ALL ROOF LESS THAN 29• SLOPE. WIND ZONE 2 & 3 E
4. SEE CHART 3 44 FOR ALL ROOF SLOPE 4 TO 12 AND 5TO 12. DESK -IN
5. MAX SIDEWALL HEIGHT IS 9'- UNLESS OTHERWISE NOTED. THIS INOLUDES 8' FOR wO 3-o-mf
FLOOR AND & FOR TRUSS HEFT HEIGHT. wne I - 4.'I
¢ cnv_..nl'Yru 11c mm &iL CFPAFRFNT9 MAXIMA
FLOOR
I -BEAM
9/l6'w3• BO_T
REAR SPRING HANGER V/NUT L LO:K
FRONT SPRING MANGER
9/16'Yr BOLT
W/NIT A LOCK
-
i WASHER (GRADE 2)
WAITER WRADE
ITS
. pe
p APPROVED TIE-
DW�RR
DOWN STRAPS
APPROVED ANCHOR V
APPROVED ANMM W
SINGLE TENSIONING HEAD
SINGLE TENSIOMNG HEAD
INSTALLATION OF LONGTTUDINALTE DOWNS
A
WIND ZONE
I LONGITUDINAL TIEDOWN
REQUIROWNTS
APPROVED BY
MAIOMM MAIIIMM WALL
MA)UMIM
MAIOMIM KINDER
HOME SIZE
Name SIZE
HEIGHT
VERTICAL STRAP ANGLE OF STRAP
MW 18,2016
H
PROJECTION (t)
AEACH END
INC.
l2 VIDE
14V
91-V
24'
20• TO 45' 2
�sac�o�eoee
14 VIDE
164'
9'-V
38'
27 TO 45• 2
0°61°a�°�9°1eTMn�'
16 WIDE
186'
91-r
48'
20• TO 45• 2
,,,,�,�,N��,�1�p
('T
24/36 VIDE
28/42 VIDE
14V
17V
91-V
9'-0'
24-
2V TO 45• 4D/6T
20' TO 45• 4O/6T
�
3% VIDE
178'
9'-0'
48'
48'
20' TO 45• 4D/6T
I/36 VIDE V/HINGED ROOF
140'
9'-0'
24•
2W TO 45• 4D/6T
/42 VIDE VI NWEO
!60'
9'-0'
36•
20' TO 45• 4D/6T
45 WIDE V/ HINGED ROCK
lAr I
48' I
Ev To 45• 41)/6T
tS�1Ol�10
D-DOUBLE WIDE AND T-TRIPLE WIDE
WIND ZONE 2 LONGITUDINAL TIEOOWN
REQUIRDIEWTS
Raf. CST-15.01 NhN .06
MAIOMM
MAXDUJN VALL
MAXIIIM
1111%IMIIR HOMIER
CST-15.3 z CST-15.40 CST-1D37,
HOME SIRE
SIZE
HEIGHT
VERTICAL
STRAP A OF STRAP
CSr-L939, CSF15.40 .52, 5.57.
CSr-33.DO nw
H
N
PRMIECTION
A EACH END
CST-33.0z
CST-33.00 tlw csr-3a.oa, and
12 vtnE
147
91-0•
sr
20• TO 45- 4
CST-36.00.
14 WIDE
164'
91-V
4r
20' TO 45• 4
16 VIDE
1B6•
9'-0'
4r
206 TO 456 4
24/36 VIDE
14V
9'-0•
42•
20' TO 45• SAM
28/42 WILE
16D'
9•-0'
42•
20• TO 45• 60/10T
32/45 WIDE
178'
91-0'
4E'
20' To 45• SD/12T
Z
24/36 VIDE V/HIM® RL[i
140'
9'-0'
4r
0 To 55• 6D/9T
142 VIDE V/ HINGED
160'
9'-0'
4r
20• TIl 45• 6D/12T
45 WIDE V/ KN E•D ROOff
178• 1
W-V
4r
20• TO 45• BD/12T
B M
D-DIMM E WIDE AND T-TRIPLE WiRE
WIND MINE
3 LEINGI
ffs
MAXIMIN
NA)(" WALL
MA%IMUN
MABIMIM NUMBER
HO(E Siff
HOME SIZEHEIGHT
S�� ANGLE OF STRAP
BA
PROJECTIONON
EACH END
12 WIDE
14V
91-0'
42'
20• TO 45• 4
14 VIDE
164'
91-V
42'
20• TO 45• 4
SECTION
16 VIDE
186•
91-0'
4e'
20' TO 45• 4
24/36 WIDE
140'
9•-0'
4r
20• TO 45' 6D/9T
28/42 WIDE
16C
9'-O'
4r
6D/l2T
PLAN VIEW
W45 VIDE
I 17W
9'-0'
42•
20' TO 45' 80/12T
24r% WIDE WHINGED R[ff
f40'
9'-0'
4r
20• TO 45•
1 BD/l2f
142 WIDE V/ HINGED Eggl
16V
I9'-O'
42
20• TO 45•
BD/12T
/45 VIDE W/ HINGED Roaq
178•
91-V
4r
1 20• TO 4Z•
I SD/12T
D-DWILE
WIDE AND T-TRIPLE WIDE
TOTAL MINDER OF LONGITUDINAL TIEDOVNS AT EACH END DF MHIE PER CHART.
LONGITUDINAL TIE DOWN PEOUREMENTS
S
LONGITUDINAL TIEDOWN
NOS,
L ANGLES ARE NEASMD FROM HORIZONTAL
REQUIREMENTS AT AXLE
2. REFER TO NOTES ON PAGE 4.12 FOR
STRAPPING AND ANCHORING SPECS.
SPRING HANGERS
� or. MT
DESTINY LLC
0Am 4/InN
I - 4.'I 9.3
Lev
rH
IW►
TYPICAL COLON I
APPROILD TIE -ROAM
STOP AND ANCHOR
(SEE HOTS S)
GRAD(
IF 311ICLE BRACKET S USED AND COLLRIN GRADE
IS ONLY ONE HALF. BRACKET MU57 ON
THE SAME HALF AS THE COLIRN.
3. ALL MARRIAGE WALL COLUMN LOCATIONS
FEET OR GREATER REQUIRE THE INSTALL-
) $RACKETS AND TE-DOWNS ACCOROMO TO
2. (EACH T$RACCKEO PACE D BRACKETS
T IS RATER FOR4.21 FOR A1L7 9 R SP WORKINGLOAD).LLOAD).
3. THE CAPACITY OF ROM THE TIE -GOWN STRAP AND THE
GROUND ANCHOR MUST PE 3150 INS, MORNING LOAD (4223 LBS.
ULTIMATE).
A. POSITIONING OF ANCHORS FROM EACH OTHER TO BE PER
ANCHOR LIVING. DOUBLE HEADED ANCHOR MAY BE USED.
S. AN1R:110MUTIRNOS ON PAGE IAZ FOR STRAPPING
S.
6. APPLIES TO OOUBId. OOUSLE WITH TAG AND TRIPLE WOES.
APPROVED Tit -DOWN
STRAP AND ANCHOR
(SEE ROTE S)
GRADE
APPROVED BY
4 eevlsed
', 16,201A
INC.
MlOHW NMW#CNReDH01D
IRPATTURMA Aq SAlTY HTAYDM05
ALL MULTI -SECTION
UNITS
WINO ZCHE
$ w S
MAX. TABULAR SPAN (FT.)
ZONE 2
2
21'-3'
A
AY-S'
ZONE 3
A
3A'-0'
106' MAXIMUM BOX WAIN
No.2OW
i•
%s`...
COLUMN TIEDOWN
1 k�A
BRACKETS FOR MULTI -
WIDE SECTION HOMES
)l f�
WAS or CRY
DAN 2/30/2013
4v
.Wo mxL 2 ! 3
DESTINY LLC
i - 4.20
MAR1 I -am
i_ 3• L
FOLL TAM IN=i 1
IMKNM or
1 1/r
LZ
ANGLE BRACKET TO BE OF
1 1/Y x 1 1/2' ANGLE MEME
31 • .
DRACNLT a Slam SIX
21CID
1. ALL 3RAGaf3 AU TO K PAM a INC PIANT OR 11M CO�ATpm�YW�.pJO on M
i A I"O A"VANCiOR, 610 TTo It Lw D�A1DINID GGa(et����Aii
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4. LU A R1WM CW ICI ALL�G�}� APFLCMM IN D :I31tlT aD OTa fl9;_
�GWLODl1N- TN6 TIfp0M- OIiiMMPP i1a000N SANODND =
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DETAILS
"M Re ,pip • OAKWOOD
oan 12PAS "am
�xw 3/17100 1 ' Dar. -
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armor
a
BLOT DErA L
APPROVED BY
INANov 22,2006
INC.
MEW WINUFIICIUILLV NOYE
CONS7YUC6W Y6 SoEIY ST111011ND5
I
SrATIE%cr t
1
BP-10
ANDLE BRAC T=T
DETAILS
°fA" ft OWDESTINY L
a,c IC/1oN6
wa I-d.21.i
0
APPROVED BY
MA JINC: 2007
- FEDERAL W WHFACfUHED HOME
CA167IW LTNIN AHO SAFETY STANDARDS
EECifON Aa1
0 o FASTEN BRACKET TO RIM PLATE
o ° o WITH 8-#6 x 1 Itz WOOD SCREWS
° o ° (SERMAX STRENGTH E TABLE BELOW)
OR USE S-.1.31 x 1 1M NAILS.
FOR MAX. STRENGTH OF 968 LBS.
o (SEE TABLE BELOW)
o NOTE:
ALTERNATE LOCATION QNSIDE RIM PLATE)
AT MANAGEMENT DISCRETION FASTEN
MIN. 2SK rw BLOCKS OF RIM PLATE
MATERIAL TO EACH OTHER WITH MIN. 16D
NAILS AT 1 l j7 O.C. STAGGERM. (SEE DETAIL B)
G1KIATYITTY S I 8 1 7 1 8
195.
1774 LBB.
L.BB.
1032 LBS.
.181' x 1 1R NAIL
BDe I.M.
728 LBa
847 LBB.
I ON LBa
TOWN BRAqhT SPAONG TABLE
12WEE
SEE1.4.140rl-C15
14
Bff 1-4.140r M4.16
1SNROE
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24 V4mE
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vuoE
OMIi.18,T-4.17Or"A8
32WfOE
I SEEM4.1%I-C 70rI-4.18
LGIEs:
1. TEOOWN BRACKETS SHALL BE PANTEO OR GALVANIZED TO RESIST CORROSION.
y AS LONG ACING FILES THE AV�E �.E SPACNO �L4 NOT�FJfECEk THE ITAB�IE ACRHSHOW 0. TO 10%
�. TEDOWN BRACKETS MAY BE PLACED ON WIDE OF RIM PLATE N PORCH OR DECK AREAS
WHERE BOTTOM BOARD WILL NOT BE PENETRATED.
4. ONE HOLE PER BRACKET (4 BRACKETS MAR.) PER FLOOR MAY BE ENLARGED DUE TO
PNEUMATICALLY DRIVEN NAILL
VERTICAL TIEDOWN
BRACKETS FOR SINGLE
AND MULTI -WIDE
SECTION HOMES
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DESTINY Ll
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WENDED
SECTION
TIEDOWNS AT OFFSET
PER CHART.
STRAP IS CONNECTED
TO NEAREST I -BEAM
ONLY "
WND ZONE 1 TIEDOWN AT OFFSET SPACING CHART
HDME
SQE
BOx
WIDTH
1-BEAY
SPACING
MAX. TIEDOWN
SPACING
MAIL BOOR
HEIGHT H
ANCHOR
ANGLE
WIDE
168'
99 1/Y
31-9'
40 m.
30'
WIDE
168'
1120
4'-5'
33 In
37
•32 WIDE
190'
99 1/2'
3'—S'
48 k
37
WIDE
160'
1120
4'-O'
40 hu
60'
t t t t
SPACING PER NORMAL TIEDOWN REQLUIREMEHTS
(PAGES 4.16 AND 4.1
NUMBER AND SPACING OF TIEDOWNS —
ON OFFSET PER DETAILS ABOVE.
r
IFi
WUG ZONE 2 TIEDOWN AT OFFSET SPACING CHART
HOPE
SIZE
BOx
WIDTH
I -BEAM
SPACING
MAX. TIEDOWN
SPACING
MAX. iL00R
HEIGHT H
ANCHOR
ANGLE
28 WIDE
168'
1 99 1 Y
4'-2'
1 48 In.
1 49'
32 WNDE
I 180'
109, loW
1 4'-0'
1 48 in.
I 49'
WHO ZONE 3 TIEDOWN AT OFFSET SPACING CHART
HOME
SfZE
BDX
WII
I -BEAM
SPACINGSPACING
I MAX. TIEOO"
MAX. FLOOR
16JGIIf H
ANCHOR
ANOIE
26 WIDE
168'
99 1
SW
1 48 Im
SI•
32 WIDE
180'
99 I/2'
1 3'-4' 1
48 K
$I'
t t t
10 PER NORMAL TIEDOWN REQUIREMENTS
(PACES 4.16 AND 4.17)
NUMBER AND SPACING OF TIEDOWNS —
ON OFFSET PER DETAILS ABOVE.
SHORT SECTION
"i NO.c^089i tR'
srATE W
CLWRABOVE)
APPROVED BY
ICr07d
Dec 0,2005
INC.
FMnaweiuAC uu
msrvur Wwmw�
Iv- OFFSET UNIT
p1A'" °" TINT DESTINY LI
wm 9/29/O5
FM 1- 4.22.1
Prepared by P. OToole for: DmdnyKome; LLG June0' 8, 20
ZONE 1- TIE DOWN REQUIREMENTS FOR MANUFACTURED HOMES- 91t S/DE%-ffi 8' 20M
SEE CHART BELOW FOR SPACING OF FRAME TIE DOWN STRAPS
Floor
Width
& Side Wan
Height
W12 Roof Pitch:
MINIMUM ON CENTER TIE DOWN REQUIREMENTS
I -Beam I -Beam Max. Number
Spacing Height Spacing End
" with tag units: use the some tie down spacing and use
Notes.
d Tla Down
Arable
APPROVED BY
ON
Mar 05,2008
INC.
FEDERAL YA70RA[f WFa HOKE
OOaSTRUCTIOH AM SAF Err STAlOARDS
4 j N0. 20897 i•'-
*
�. tlT9.T1s� i �e
1) Straps are required along each side of the home.
2) See detail above for deftnitlon of the design parameter (H).
3) Minimum straps to be .035 x 11140 Type 1, Finish B Steel Strap Confoming to ASTM D3953-91.
Must be able to resist a wadding load of 3150 Lis. (4725 Lbs. Ultimate).
4) Minimum anchor capacity to be PE or RA cer68ed to fha maximum capacity per installed angle and We
of sob. Anchors must be Installed to full depth and 12 Inches above the water fable.
5) Max, box widths:12 ft. -14(";14 ft -184 ;16 R -188', 24 ft. -140`, 28 it %0`, 32 R -178".
8) Fasten double wide together with 26 ga. gatvantzed straps with 8 - 15 ga, x 1'staples each end. Fasten
8 ft on center along floors (1clat to Joint) and at roof (busa to toss).
7) The resultant load and the resultant angle we based on the mendmum floor height
8) The straps at each end are to be fastened to the frame in an approved manner. Angles are measured
from horlmntal.
9) See Manual for pier specifications, spacings, and footing sizes.
1-4.23
Prepared by P. OToole for. DesBrgr Homes, LLC. June gg�� Jne 8, 2007
ZONE 2 - TIE DOWN REQUIREMENTS FOR MANUFACTURED HOMES - 9 ft SIDE'WAIn 6, 20m)
Um
SEE CHART BELOW FOR SPACING OF FRAME TIE DOWN STRAPS
Floor
Width
& Side Wall
Height
6112 Roof Pitch:
"28 ft. w/ 8' - 0'
MINIMUM ON CENTER TIE DOWN REQUIREMENTS
I -Beam I -Beam Max. Resultant Resultant Number
Spacing Height Spacing Load Angle End
4j No.20697
•f w
.I:. STAT9,W
-- wim tag units: use me same as sown spacing ana Lies o stops per enu a mg t%u uug. nrwx %y " 14 unar
Notes:
1) Straps are required along each side of the home. A vertical strap must be placed at every diagonal.
Fasten the vertical straps to side walls with an Elixer BP-10 brackets.
2) See dstatl above for definition of the design parameter (H).
3) Minimum soaps to be .035 x 1 1/4• Type 1, Finish B Steel Strap Conforming to ASTM D3953.91.
Must be able to resist a working load of 3150 Lbs. (4725 lbs. Ultimate).
4) Minimum anchor capacity to be PE or RAcertilied 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. Stabilizer plates must
must be installed on all anchors.
5) Max. box widths:12 fL -140" 14 fL -184' 16 ft. -186", 24 ft. -140` 28 R 160•, 32 R -178°.
6) Fasten double wide together with 26 ga. galvanized straps with 8. 15 ga. x 10 staples each end. Fasten
4 fL on center along floors Goist to Joist) and at roof (MAS to huss).
7) The resultant load and the resultant angle are based on the maximum floor helght.
8) The straps at each end 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.
APPROVED BY
tsar 05,2008
INPINC.
cmrR N&VFXMREU Rove
omWRWOMM SAAWsrNmnRus
1-4.23.1
Prepared by P. O'Toole for. Deadby Homer, LL.C, June 8, 2007
ZONE 3 - TiE DOWN REQUIREMENTS FOR MANUFACTURED HOMES - 9 & SIDET AM 6, 2008)
Not
�� No. e0897
19TATE'01'
SEE CHART BELOW FOR SPACING OF FRAME TIE DOWN STRAPS
Floor
Width
& Side Wall
Height
MINIMUM ON CENTER TIE DOWN REQUIREMENTS
1-Beam 1-Beam Max. Resultant Resultant Number
Spacing Haight Spacing Load Angle End
6H2 Roof Pitch:
nne 401-Al r_4n- MAn 42 aat 20 to 45 deg.
28 fL wide with tag units: use the same tie down spacing and use 0 swaps per errs or urg terwr u".r.
•** 32 fL wlda 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 ate required along each side of the home. A vertical strap must be placed at every diagonal. mar 05 , 2001
Fasten the vertical straps to side walls with an Elixer BP•10 brackets. I p' -
2) See detail above for deffnition of the design parameter (H). ' V
3) Minimum straps to be .035 x 1 1I4- Type 1, Finish B Steel Strap Conforming to ASTM 03953.91. FEomu MMUFACIUREw ROME
Must be able to resist a working bad of 3150 lbs. (4725 Lbs. Ultimate). a"srrerno" nw MFEry STA"oenos
4) Minimum anchor bapacity to be PE or RA certified to the maximum capacty per installed angle and We
of soil. Anchors must be installed to fug depth and 12 inches above the water table. Stabilizer plates must
must be Installed on all anchors.
5) Max. box widths:12 ft. -140' 14 R -1W,16 iL -186% 24 ft. -140' 28 % 160'; 32 fL -178°.
6) Fasten double wide together with 26 ga. galvanized straps with 8 - 15 ga. x 10 staples each end. Fasten
4 fL on center along floors Qoist 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 Manuel for pier specifications, spacings, and footing sizes. I-4.23.2
AMm ' ENOWALL
WALL
MA POW
VERML UMM
•
noN
PEwsFgA�wWAM "mo
NARRM YNT POSSU.
47r
M1OI.
S�fE PLLOST
APPR VEC BY
RDUj.QCd
3'�eb� 12,2001
FEOpuu w�xowctuniol VRoaa�•
mRFTFCCOOR AMO e;AFATv sOOIOdI WS
Wem
fed
WMCAL TIEOOWN ANCHOR
RU ON I A%NFF WRW
I. rMUL MAW FRANC PIERS AS SPECIFIED IN CHAPTER 3 OF 7HIS MANUAL PORCHTH=WM
2. PORCH MAY 8E W 00 RAW. 'R' HALF. OR PAL WEHN.'PORCH OPVUNC(3) be MRS
MAY BE AT ANY LOGI4ON.: nuwA en .IBM L!p/ 61ruAM
]. PORCH AREA SWIM. NOT OB ENOpSW IV A ZMHO WALL MY PREVET! Nan 11/30/08 HBO$-
WATER MU CWHINQ AWAY FROM THC HOME ANY SIORRNO WALL SHAY. � moo S/of
YI I � 4.26
FOLLOW THE EXTERIOR WALk OF THE MAIN SECTION.
1.
41
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Trim Wood Screw (Ridge) V t d R'd T '
Fasten trim with #9X2' Hex Head
with rubber seat spaced 18' apart
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through the rib.
APPROVED BY
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en e 1 ge , m
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1, Apply the self stick Versa Vent to
the underside along the outside .
edge of the Ridge Cap Trim.
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Install the panel and overhang thel
panel a minimum of 1" beyond the
save edge.
a mge Cap.
RV• 9WiI
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Notes:
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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. 50% OF VENTING ACCOMPUSHED AT THE EAVE. SEE
PAGE RC-16.8.1
MWE AND CAW TM rat ICEsm+r YmuS"M
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PETAL 1. WHEN INSTALLING THE ONE PIECE METAL
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-
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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,
M PANEL FASCIA
STALLATION INSTRUCTIONS FROM JAPES HARDIE)
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CEMTRIM PANEL FOR FASCIA
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INSTALL 0.092x1 NAILS BOARD.
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LUMBER.
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LUMBER UP TO 3 INCHES.
X TOGA STAPLES O 10
CAULK:USE WATERPROOF ACRYLIC OR
AT PLANT 1.
LATEX.
C 4. PRE —FINISHED CEMTRIM: NO FURTHER
THIS PIECE INSTALLED BY PLANT
PAINTING IS REQUIRED
PRIMED PLUS CEMTRIM: A MINIMUM OF
'
ONE COAT OF 100% ACRYLIC. ACRYLIC
BLENDS. OR LATEX PAINT.
5. ALL NAILS TO BE CORROSION RESISTANT. {
CEMTRIM PANELS AT GABLE END
Y MIN.
UKDERLATMENT
SHINGLE4 1 1/2"
TAX
_
ROOF SHEATHING
DRIP EDGE TO BE
INSTALLED AT PLANT
-
SITE INSTALLED
FASTENER THROUGH
EACH ROW OF
SHINGLES AT THE
DRIP EDGE I 1{2'
. ..... .. ... ..
-
FROM GABLE
EDGE RAIL
DRIP EDGE TO BE
INSTALLED AT PLANT
(1 PIECE DRIP EDGE
�FFIT
UNDERNEATHSHIlMIES
COMBO
ALT:
((4) PIECE DRIP
EDGE/SOFFIT COMBO
�- SIODW
ALL FASTENERS. WHICN:'ARE INSTALLED
IN PLANT MUST BE AT LEAST
3' FROM GABLE END AS SHOWN
(ONLY WHERE DRIP EDGEISWOT
TRUSS
.INSTALLED ' � _.
- SHINGLES AT'GABLE .END
I B
SHINGLES FASTENERS THROUGH DRIP EDGE
{�
NOTES,
•� N= Wz 1
1. REMOVE THE SHIPPING PIECES THAT ARE INSTALLED
to) X493
POe
TOP.
AT THE FRONT OF THE HOUSE TO PROTECT SHINGLES
3HM
- O14DAUlE WE 2 &
•s..:,.
WRING TRANSPOTATION. ALL NAIL HOLES MUST BE
•
PATCHED WITH ASPHALT CEMENT UNDERNEATH THE
2. OR FASTENING SHINGLES, USE 12 GA. GALVANIZED
ROOFING NAILS. 1' CROWN x 16 GA. STAPLES MAY
BE USED ONLY WHEN THE MANUFACTURER WARRANTS
THEIR USE FASTENER LENGTH MUST PENETRATE AND
EXTEND AT LEAST 1/8" THRU THE DECK.
3 COVEREDIF A PUNCTURE OCCURS ON THE F
A SHINGLE. THE PUNCTURE MAY BEP
' PATCHED WITH
•
THE ROOFING CEMENT UNDERNEATH THE SHINGLE.
4. ALL ASPHALT CEMENT SHALL CONFORM TO ASTM
GAINS OR ASTM 02822.
FASCIA/DRIP EGDE &
STARTER STEIP: SHINGLE INSTALLATION
SPOT or'cL1mlr srAmm ATTApBD
- UNDER CENTER OY Him STANEG OR
G' WIDE GDF ROLL
ROOFING OR DRAWN DRT
F4CN
FOR
TAO ((pu�CEPT NMLS S Pm
TAB AOiOVED SHINGLE s-
BT:
WITH S
LLEO DESTINY LLC
2' TO
:STARTER W fl1011 mOL
,RN
Q
1GLE DATL-9/08/2015
ST
�61.
RE�. - 1-4.32
Manufactured
Cei�'1ti1C�1® Housing (Huo code onw W.
INSTALLATION REQUIREMENTS FOR PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS - EFFECTIVE APRIL 2010 Sin dsrq
IMPORTANT: FAILURETO INSTALL AND FINISH THIS PRODUCT N ACCORDANCE WITH APPLICAOLE WILDING CODES AND THE MANUFACTURER'S WRRTENAPPLICATION
INSrRUC11ONS MAY LEAD TO PERSONAL NJUflY,AFFECT SYSTEM PERFORMANCE; MOLATE LOCAL BUItDM CODES, AND VOID THE PRODUCT ONLY WAWANTY.
Store flat and keep dry and
wrens prior to Installation.
Installing trim wet or saturated may
result In shrinticaga at buttjohds.
Carry product on edge. Protect
edges and corners from treakegs.
The man daLtioer Is not responsible
for
damage Caused
by improper
storage and
handring of the product.
Posidan cuss g station so
2 Use ore at ore flawing metieds:
that wind eel blow dust
anayhamusarendothem
-
b,eema: L Dmt2euWarrgg drtvlar saw equipped
Willie adletVat 8awhhdaaid
In wWdng arm
HEPAvacutm extracbm
C. good: 1. Dust reducing circular saw with a
HardieBrade am blade (only use oar low
to moderate oArd
INDOORS
1. cut only using shears (manual. electric or pneumatic):
7. Position cutting station in web-veri6Wted area
- NEM use a power saw Irdoom
MW use a dicular saw blade matdoes not carry the
tlardie9lad sawbladebademark
- WAR drysweep—Ike wet suPPemm or P&AVaawm
ta09iapproued respiatma ran be used it mgwktiar wih abvs
a warsuanig'&tier-fotl---------.___.__._...���_—.-_.
metlpdswhara a9Lla. yw shouN abvaysmei@aqudred'euMabhi hygiestormdadfie
GENERAL REQUIREMENTS
• All CemTrim. product applications requite final attachment into wood. Nailing through
other CemPliank siding products is acceptable.
• Do not install CemTrim such that it may remain in contact with standing water.
Fastening Requirements
• Usef).092".mini'mum corrosion resistant nails that are of sufficient length to
Penetrate the wood 'at least 5/8".
• Space nails a maximum 16" OC. (fig.1)
• Stagger and space nails across the width of the board.
• Nall spacing tolerance for all wind zones (+) W l (•) infinity.
APPROVED BY
fort ig Comers Pdevis2ed
f�9•zi nee 0,20as
TMten nsCatiMg comers gcothervertcal him, position N1 p I C Wards ea the mall andattdch (fig. . aceau ■ansnrnaao u•s
masawaros ua sumsraw,vms
Tdm Ovarswng (fig. 3)
Whenlns dW overop siding, fasten the Dim by
Wing ff whfftehlmanduWerlayfngsfding,
nall on the am" orhfghlooft #& #&Wag and/
orsheafhfng.
Figure 3
do not pas
N-0ebuoen tr
1-4.32.1
SD083l05
plywood or water+ save
OSS sheathing barrier
Leave a mininnum 118" gap between
Ore siding and trim, then caulk.
Fascia (fig. 41
ft hsckaWalions,aJhWrgisrequitedover top ofMefasciaft51.
Figure 5
roof
oofing
real
framing
/driP
ed4a
flashing
fascia r
sub fascia
ovinerihaan8ng 2
e anauabd mciirobIssit a dustran atrnaisee-_m______......._.......v..,,;;'a W'd'bw...w.x ,. ww
t�earm rr farm n) W001 a 0UWff arm with XMIp aApdem�i= lbr �eaaecdBed for asb.aallarbeenotfsm iN Wier ftirwa hap, Wwa
a pro venb�aain usebbttol dug strews re (e.where) in reaside,xe iNaNbobia saw Glace
sous; pal worm Nam®tle immedae ores (4)vxa a Pr9eMitted NOSFHgpro� dumma# a regiidu (e.g N-r%) m aroedairnvrim atpifcabt 9a'aaswm
tareWbWltareaepimrtes nabggear.yh yen F¢pAvacumrmrtnddeaeipniertroi6.rmvadryw� Fvbmba ir(peWhw, rahrtonuv.t,�atlon iNmpies
rrshada.wnuWrerm91-eaO eWRDE (1&69/2 T343} rMMTOADHWTOOMWAfgata. UMS.MM7AlLvnNINSU rlpV MLEinTo
JOINTTREATIVfENT
CUT-EDGETREATMENT
• Caulk (primed product only):. Use acrylic or latex based caulk meeting
Caulk paint or prime all field cut edges.
ASTM C- 34or C-920 standards. Caulk should indicate performance
, ` '
' that Ispermaenentiyelastic:orftexible. Follow caulk manufacturer's
CAULKING'
requirements fa applicetion/use.
For bast resift use an Eastomeric Joint Sealant camping with ASTM
• Plastc/Metal joint connector: Spacing is determined by the design of
C920 Grade NS, (lass 25 or higher or a Latex Joint Sealant complying
there.- -= 'hardwa` _ =
with ASTM C8A. Cau0dM&alant must be applied 4raccorcence with
• CemTrim. boards may be allowed to touch at but joints without the
the caulks gfsealantmanufacturers written instructions or ASTM C1193.
use of any joint sealants or hardware.
PAINTING
GENERAL`FASTENING;.REQUIREMENTS
00NOT use stain onCemboard' products. Cemboardproducts must be
Fasteners must be corrosion reiisient, galvanised; or staintess steel.
painted within 180 days for primed product and 90 days for unpdmed.
Elecho-gahanized are acceptable but may exhibit premature erosion.
100%acrylic topcoats are recommended. Do not paint when wet For
The manufacturer recommends the -use of quality, hot-dpped galvanized
application rates refer to paint manufacturers specifications. Bade -rolling
nails. The manufacturer is not responsible for the corrosion resistance
is recommended if the siding is sprayed.
of fasteners: Staintess''steet(asteners are recommended when histelling
Cemboard® produces near the ocean. large bodies of water, or in very
Snug Flush
Couhtersunk,
, Cddadd '
,-nait
do not under. 'Dow?
FiguneA Figure drive nails Brava
aECOGWON: In acmrdarim with IMES legacy Report NEA,405, CernliankQ lap
the 1997 Standard B&iMM Cotle.'the. 1997110nnn Pviff. . n, .e loon 1.l
Yak
t0O .
`°JamesHardie
APPROVED. BY
Revis.ed
00
Dea�02,2015
N AIN2
a�cmnanosrmmamaos
In: ft
3na5 Rek=12Q3
ad2ooal lnrorinadon
24862.
N of New
tl2a10AeLAl ri�nrcemdlM,SM.ad®demk had<mmle:areget•ed had!nalad ML
cmov
1-4.32.2
t■ ,® Manufatctured ,
CeMS0Tf1t Housing'(HUD,codeonly?
Panel` ,
1NSWtIONREOUIREMEN(SFORPPoMEDAND FACTORY BUIITCOLORTREATEDPRODUCiS ffFECTIUEAPRIL2010,
IMPORTANT:FAILURETOINSTALLANDRNISHTHISPRODUCT INACCORDANCEWII APPUCASLEI3IALOWGCCOESANDTtEMANUFACTURER
_ WSTRUCTIONS MAY LEADTO PERSONAL iilibw, AFFECT SYSTEM PERFORMANCE. VIOLATE LOC&WLDWG CODES. AND VOID THE PRODI
STORAGE & HANDLING -CUTTING INSTRUCTIONS
Sfae flat and keep
careredand 7�r
hINDOORS . an cut" station so ZUse ore ofthe Mwigmetlgds: 1,cutNyusingatas(ma
instatlingsotfdwetorsa[uratedmay',`.InarwIrd' iclowdusrsnay-:,age�; Lead � �a qulp� 2.Position at6ngs ini
result In shrinkage at buttjoirds,,. ,, ban userand oihars In - weh a saw blade and : ,
Carry. Panels on edge.e protect waldng area. REPA vaamn exbacbon -WAR use a power saw iti
WGood:.. LOustreducingcirculirsawwnba`, cWMuse aci=Wsot
- '. and corners frgmbreakage. .. Hardieelade-sawbladi (aoly use for law NanReBlade saw blade aid
The manufacturer [gfwtresponsibie to
for
damagacaused ImpwtantNo For maximum N appn+ad regiramraranbe ewo{ukomwm aGwe aimg prdpiCest
by improper`,_ ° a n1` t espuable dust Add�orel ogmive uucma5onka�ameffivwvw demmtoh�pudeti
ucryenrtc ncwutnemctq to
•'Forsoffdpatielsgreeler,thanlS'invA th,ado[umliertibcidngataitpanel'ed9es.
• Do.nofiruitall 6nisciffit such that it mav remain in contact vvdh
Fasteninig Requirements `
• . Use 0.0920 minimum co rosion resistant nails that are of sufficient length to penetrate
the wood at teasF 2f4
• ^-.Space naps a mawmum of 8"-on ganef edges and and on intermediate framing
membasspaced up D ifi" on cenfer.
• Natl spacing toterance,for all wind zones infinity:
--JDinMititment
• Capik Use acrytta or latex based caWk meeting ASTM M34 or 04920 standards.
.;Caulk should indicate performance that ispermanentiy elastic or flexible: Fallow caulk
„manufacturers fetMnaments for appficatfonluse.019., 2a}„
• :Plasffc&ietal joint connector Spacing is determined by the tlesngn Ofthe hardv ae, l 26�
• .CemsOffit is aifowed.to touch:at buttv ifiiiout the use of joint sealants cihardware
devices ldnt (tig 2c) l
• :�Pisebc(metal venhlabon strip-connectorsilestalt per -connector manufacturer's
instnictwns. r =.
c iigure 2a :figure 2b
framing
Member* (ra
rme
H jointer
4tiave`appropriatagia =4
. and caulk ' ` APPROVED BY
�'R2al9!dNDF
ezo>s�11'I IN
tenQR.1CW9l6LtTn1 I N '•,
. _. : .. .: conamurnwa+osusnsrawnans
Figure 1
-Figure 2c
moderate, contact
Chaim
ortEPAVacuum
framing
member'
%Requirred when soffit is 16' wide or greater
GENERAL FASTENING REQUIREMENTS
Fasteners must be corrosion resistant, galvanized, or stainless steel.
Beebo-galvanized are acceptable but may exhibit premature corrosion.
The manufacturer recommends the use of quafity t of -dipped galvanized
nails. The manufacturer is not responsible for the corrosion resistance
offasteners. Stainless steel fasteners are recommended_ when installing
Camboarde products near the ocean, large bodies ofwater, or in very
humid climates.
PNEUMATIC FASTENING
C omboard products can bef and run7ed or fastened with a pneumatic tool.
Pneumatic fastening is highly recommended. 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 'isdriven. It setting the nail depth prows difficult, chose
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 compliance report for correct fasteners type
and placement to achieve specified design wind loads.
• NOTE Published wind loads may not be applicable to all areas
where Local Building Codes have specific jurisdiction. Consult the
manufacturer's Technical Services if you are unsure of applicable
........ 1:........ A--.----�- --
• nrtvafactanarn.namonrfindar M.cii
• Fastener heads should fitalugagairstsiding (no air space).(fig.A)
• Do not over -drive nail heads or drive nails at an angle.
• If nal is,courdersunk, caulk nail hde and add a nag. (fig. 8)
• For wood framing, under driven nails shouldbe hit gush to the plok
with a hammer (Forsteel framing, remove and replace nail).
• Do not use`aluminum fasteners, staples, or dipped head roils.
- 1I
�o d ,rse
��.
Igu
FIgu
CUT'EDGE TREATMENT
Caulk paint or prime all field cut edges.
CAULKING
For best results use anEiastomeric Joint Sealant complying with ASTM
C920 (trade NS, Class 25 or higher or a latex Joint Sealant canpMng
with ASTM C834. Caulking/Sealant must be applied in accordance with
the caulldnghealant manufacturer's written instructions or ASTM C1193.
PAINTING
00 NOT use stain on Cemboard products. Cemboardproducts must be
Painted within 180 days for primed product and 90 days for unp rimed.
100% acrylic touts are recommended. Do not paint when wet. For
811p6catign rates refer to paint manufacturers specifications. Back -rolling
is recommended if the siding is sprayed.
BY
03,2015
RECOGNITION: in accordance wl0r IMES.Legacy Report NER405, Cenpla" rap ftV is recognaed as a Rdtalge W more to that spedfled in: the BOCA Nalknal BuftV code/1999,
. the 1997 Standard Building Code: the 1997 Worm BWI&g Code. tie 1998 InWnaWrW One-r4Tpn-Fanny Dwetting Cade, the 2003 rd emadonal Mft Cede, and Nor 2003
hWatlonai.RwWential Code for Ogeaand Two -Family Dwellings. Carn0ankO lap siding Is aloo mmgnked for application in the following Cdy of LosA Wire Resmrdr Rapat No. 24862,
stated Rorma Ilodrig RAN Dade county. Rorida NOA No.02-0729.02, U.S. Dept of HUD MftdaiReba 123c, Tsoas Depatinertef haeanm Product Muation EC-23, ply of New
Yak MEA223-93-K and Cafifarda DS4 PA-019. These domments should also be cm Wlod for aditonal lnfematlm cancer" the sultattilry of eds pmdmt for specific applications.
'Jam.esHardie 0201eJirLad"ra and TKS/.andQPdm* Sa edee&t3I•N J{fl,
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GENERAL FASTENING REQUIREMENTS
Fasteners must be corrosion reds" gW=&ed,ostainless !.
Electro-galvanized are acceptable but may exhibit premahfe corrosim.
The manufacturer recommends the use of quality: lot -tipped galvanized
nails. The manufacturer Is not responsible for the corrosion resistance
of fasteners. Stainless steel fasteners ate recommended when Irstalling
Cembowdm products near the ocean, large bodes at water, or In very
humid climates.
PNEUMATIC FASTENING
Cemboard products can be lend nailed orfasteoed with a pneumatic W.
Pneumatic fastening is h ghy recommended. Set air pressure so that
the fastener Is driven snug with the surface of the siring. A flush mount
attachment on the pneumatic tool is recommeNed. This will help control
the depth the nail Is driven. If setting the nail depth troves cOcutL choose
a setting that under drives the nail. (Ddve under driven nags snug with a
smooth faced hammer - Does not apply for installation to steel framing).
• Consult applicable code compliance report for cored fasteners type
and placement to achieve specified design wind bads.
• NOTE: Pubtshed wind bads may not be applicable to as areas
where Local BuMng Codes have speak Jurisdiction. Consult the
manufaclunut Technical Services If you are unsure of applicable
• Drive fasteners perpendculartosiding and framing.
• Fastener heads ctmuld fit snug against sin (no air space). (fig. A)
• Do not over -hive nag heads or drive nails at angle.
• g nail Is countersunk caulk nail hole and add a nail. Qtg. B)
• For wood framing, under driven nails should be fdt gush to the plank
• Do not use aluminun fasteners, staples, or clued head nefw.
CUFEDGETREATMENT .
Caulk paint wvim all field cut edges.
CAULKING
For best results'useanElastomedc JointSealant complying with ASTM
C920 Grade'NS, Class 25 or higher or a Latex JointSealant compfft
with ASTM C834: CauNngr5ealan t must be applied in accordance With
the raulkngisealant manufacturer's written instructions or ASIM`Cf193.
PAINTING
DO NOT use stain on Cemboard products, Cemboard products mud be
painted wlthi :180 days for primed product and 90 days forunprtmed.
100% acrylic topcoats are recommended. Do not paint when wet For
aPPgcaton rates refer to paint manufacturers specifications. Back-roWng
is recommended If the siding is sprayed.
JamesHardie
APPROVED BY
AM
//1��4,2015
renew ruurarWorr�
rxMsraticnorm suSAFEI rn srarwwos
aCema�al Mama6m the tiro a m me poducttw
oanoam.arovs�aru.sx.ememmo-a�Q•s�umem�d one
train
1-4.43.4
APPROVED BY
SED
2/14/2017
N A,N .
�ew.rawr�us®aorE
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"/a of their own live and dead
loads. Structures shall have in ,separation as required by local codes. Structures sball be built
and inspected in accordance with local codes. If required by local building codes a registered
Architect or Enginmr will have to design die 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.
NOTE!
Accessories and site built structures shall include but are not limited to garages, carports,
awnings, decks, porches, stairs and steps. They shall be designed per, and inspected to
local; codes in effect at time of construction. The attachment of accessories to your
home way 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 tole perimeter 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 openiogs must be placed as high as practicable above the ground. Use the following
formula to calculate the mini man ventilation requirement for net free area Six (6) mil
polyethylene sheet material onthe,groand surface beneath the entire floor area of the home.
Net Free Area (sq. ft.) - length s width (with vapor retarder)
1500
Skirting must be attached in manner so the skirting will slide (expand and contract).
Ventilation openings must be covered for their full.height.and width with a perforated corrosion
cohering to prevent entry of rodents. In areas subject to freezing, the ventilation openings must
be, adjustable type. Providea minimum ;openmg of IW' bigh x 2r wide and not less than three
ft. for access to the crawl space for utility connections. Dryer vents and combustion air inlets
mustpass through the skirting to the outside. Any surface water mnoff from air conditioners,
water heaters must be directed away from home.
Retain pg WA Vesigns
or approval thereof.
we conditions are introduced from backfril installations, the
ordance with local jurisdiction and when required be designed by
Due to the numerous variations and Local conditions involved in
home manufacturer will not assume responsibility for design,
1-5.0
Chapter 6 —Mechanical
that dryer must eahauat to_the exterior of the home (or to the outside of any perimeter
ostalledaround it) through a moisture-liat exhaust system, as shown on page 6.6. Vent
sre located in either the wall or the floor. After the duct is installed, seal the openings,
Is and outside. Follow the dryer •m mufsct gees instructions for installing the exhaust
IMPORTANT
Do not let the exhaust system end under the home where excess moisture or [iammable
material cao acimnulate::The exhaust used to rant to outside edge of home. If shirting.1s
installed:the exhaust need to be installed in skirting, so It wil vent to the outside of home.
s dryer, remember that installing one requires
vide gas supply piping and adequate venting as
a trained and experienced technician should
arts (sticln as rafters and joists) to allow for gas
me wanut4otu er is not responsible for any
Ling from dryer installation.
rvided with the home.
codes.
Ah' CbntLtioners,'-
Thu ati dhstrtbuti0A system in this home has been designed for a central air conditioning system.
Equlpment'imtaHed'.on site; most not exceed the rating shown on' the home's compliance
certificate.'"
Thc,home's electrical distribution panel.may contain optional' factory installed circuits for air
_,con_ tibmag ,'-The,mactimum Ul load ampere draw for the -desired air conditioning unit must not
' exceed the circuit rating shown.,
Any, 'field-installed'voting .beyond. the junction box -must include a fused disconnect located
within -sight of the -condensing unit.," The;maximum fuse suers madred on "the condenser data
plate : I oval eodass'will determine the. acceptability.of the, air condttioaing equipment, -rating,
locaiion-af disconnect'meaas;'rfuse:type'.braneh ircuit,"ection,'and'connections to the
,cyuatnucuu rn , wit aw uummuualag umi t n a L ue.eornpatlnte'.ena usten tor use wim; me:Inmace
in , the, `Follow the sir conditioner manufacturer's instructions Tfie BTU ratng of the A/C
equipment instslled`mist not exceedehe BTU capacity of the ductsystem.
If i remote (self-contained; package) air conditioner (cooling coil and blower located' outside the
h6me)'6 to he the connected'to the heating supply duct, install an automatic damper between the
I-6.0
x
furnace and the home's air duct system, and install another automatic damper between the ranotc
unit and the home's air duct systm. Secure the duct leading from the remote unit to the bow and
do not allow it to touch the ground Insulate ducts with material having an `W value of no less
than R 8, and a peen rating of no more than 1. Connect the duct carrying air to the home to the
main 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 duct in the center of the home.
Do not tauter damage floorjoists. Replace insulation removed during the installation, and seal the
bottom board around the dud connections.
Do not allow the condensate drain line to temunate under the home. Direct 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 imo one of your hones lighting or appliance circuit
receptacles. The majority of window air conditioners require that separate circuits be installed for
the comiecdoaof the unit See air conditioner manufacturer's installation instructions for electrical
requirements for your specific model. The circuits installed in the home are for standard lighting
and==smaltappliance fixtures only.
CAUTION!
Use of these receptacles for other purposes may cause an overload and the possibility of o
potential fire hazard arises.
The only exception to the above is if there is a separate Circuit installed and labeled in the main
panel 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.
Hat Pumps
Instalt heat. Pumps according to the manufacturers instructions. All exterior duct work shall be
insulated to a minirmanA-8.
Range, Cook Top and Oven Venting
If yaur"home is equipped with a.combination range (cook topygrill or oven that requires its own
exhaust so that it.does°not exit under the hose. Connect flexible metallic dud between the elbow
protruding from the floor andthe temunation fitting, and support it per the manudheturei s
installation instructions.
Furnace Deration
If your homeis located above 2,000 feel above sea level or as indicated in the manufacturer's
instructions, your gas furnace must be derated 41/6 each 1,000 feet above sea level for the altitude.
This must be done by a qualified service person. A licensed technician may be required. Check
with )our local authonties. PROM BY
Revised
Sall 22,2016
46.1 N P�NG.
APPROVED By
��
Fe 21812��Daa 2,2008
1�! INC.
CAUTIONI
Failure to derate the furnace can cause the furnace to overheat, operate poorly and cause
excessive sooting. Dangerous levels of carbon monoxide could accumulate in the home.
Ceiling Fans - -- -- -
To reduce the risk of injury, install ceiling Aaos with the trailing edges of the blades at least 6'-C'
above the finished floor. Follow manufacturer's installation m Structions (Seepage 6.7).
Hearth Extension 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 tt A36ST).
1. After floor sections are properly attached at the marriage line, install the metal safety strips
provided by the fireplace mamilacquer (shipped loose with home).
2. Hearthshall extend no has than 16" firom face of fireplace and shall be at least 46" in width
and extend at least ii" beyond each side of the fireplace opening.
3. Use Marco hearth extension HE-36 of an equivalent layer of non-combustible inorganic
material with a thermal.conductivity (K) of .g4 or lass per inch of material thickness. Refer to
page 12 of attached fiMlace manufacturer's installation instructions.
4. Fasten; hearth extension seiarrely to floor dedcrig to prevent shining and seal the gap between
the fireplace fame and the hearth extension with a non-combustible material.
Mreplace and Wood Stave Chimneys and Air Inlets
Fiiephtce and wood staves requite on site installation of additional sections of approved listed
dV=iey pipe, a spark arrestor and a rain cap assembly.
Minimum extension - To -assure; sufficient draft for proper operation, extend this finished chimney
at least 3 ft • above the highest pant where it penetrates the roof and at least 2 ft higher than any
sutface within 10 ft of rho chimney. The installer may have to provide an additional section of
,dvmney pipe if required by local codes.
Required components - The required components of a correctly installed chimney are as shown on
manufacturer's insffiILrtian instructions.
Assembly and sealing sequence - Assemble and seal your fireplace or wood stove chinney per
fireplace manufacturer's installation.instuctions.
Combustion, air duct inlets - Combustion air intake ducts endjust below the bottom covering of the
floor. You must extend ,them to the outside when your home has a basement. These added ducts
are, supplied or may be purchased at your local hardware store or home center. The fireplace
manufacturer's instructions for
installing combustion air ducts are in the fireplace/stow or with the
chimney parts. Do not allow the combustion air inlet to drop material from the hearth beneath the
home. Locate its inlet damper above expected snow level (Soo page 6.6).
I.6.2
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PROCEDURE-
1) LOCATE DUCT CMARS THAT EXTEND BELOW THE BOTTOM BOARD MATERIAL (IN EACH SECTION. REMOVE SHIPPING CLOSE—UP MATERIAL FROM
COLLARS.
2) PULL VINYL COVERING BACK FROM DUCT AND SLIDE EXPOSED END OVER DUCT COLLAR AND, UP AGAINST BOTTOM BOARD MATERIAL
3) FASTEN DUCT TO COLLAR VAIN 3 SHEET METAL SCREWS APPROXIMATELY EQUALLY SPACED AROUND THE COLLAR,
A) ADD METAL OR PLASTIC TIE STRAP AROUND DUCT AND SECURE TIGHTLY. F METAL STRAP 6 USED SECURE WITH SHEET METAL SCREW.
5) AFTER MILT IS FASTENED TO COLLAR PULL VINYL COVERING UP OVER CONNECTIONS AND FLUSH UP TO THE BOTTOM BOARD MATERIAL
6) WRAP THE TOP OF THE VINYL COVER MOUND THE COLLAR AT LEAST TWO TIMES WITH DUCT TAPE.
7) REPEAT.. STEPS. I THRU 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 FURNACL
HEAT DUCT CROSSOVER CONNECTION A
V-BOX
FLEx DUCT —nnfDUCT CONNECTED
ADM PER NOTES
Y"'Y—BRANCH CONNECTION TO
FLEX DUCT PER NOTES
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V43OX'.ADAPTER B
VINYL FLEX Y43RANCH 10
ARRANGE-DUCTUNDER FLOOR
$0 IT : NOT COMPRESSED
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66 NQT ?ERLUT DUCT IO.REST- ON THE
GROUND:a SUPPORT OFF:THE GROUND WITH
STRAP''pR, WTN TREATED''WOOD,:CONCRETE
'
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1. CROSSOVER'sDUCIS TO BE, INSULATED WITH A MATERIAL.
HAVING 'A' -MINIMUM .R—B VAWG
2. ALL :..METAL ...colt AR4' MUST -DE -COMPLETELY WRAPPED W_ RN '
INSULATION TO -PREVENT -CONDENSATION. 'APPROVED BY
Revised WBOX and DUCT
JU 22,2016 INSTALLATION AINC.
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INSTALLATION OF HEATINW AIR CONDITIONING Y OTHERS A
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D m AWD DESTINY LLC
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DRYER
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1. WHEN VENT IS UISTALUED THROUGH THE FLOOR. AN APPROX 3 1/2' 'r CUT
13 MADE IN BOTTOM BOARD TO ALLOW PASSAGE Or THE DUCT. TABS Of TINT
V CUT ARE TAPED SECURELY ABOVE TO ASSURE A VERMIN -PROOF SEAL.
2.IF DUCT EXITS BOTTOM BOARD IN OUTRIGOER AREA. A PAINTED PLYWOOD
COLLAR MAY BE STAPLED TO FLOOR JOISTS AND FITTED TIGHTLY AROUND DUCT
01 LIEU OF TAPDO PROCEDURE DETAILED IN NOTE 1.
3. WHEN DRYER IS INSTALLED BE SURE TO REMOVE ANY CAPS ON THE DUCT' FOR
OPERATION. IF DRYER 13 NOT INSTALLED, BE SURE ALL DUCT OPENINGS AIX
CAPPED WON BOTTOM BOARD TAPE TO PROTECT AGAINST RODENTS.
a. DRYER DUCT MATERML PER DRYER MANUFACTURM RECOMMENDATIONS.
PIPE S. HOMEOWNER MUST REMOVE CAPS AND CONNECT THE DUCT TO THE DRYER
IN WITH TIE WRAPS OR SCREW TIGHTENED CONNECTOR.
PUSH DOWN CAULKRG
STORM COLLAR FLASHING
r SELL -RIGID DUCT INSTALLED ON -SITE
1/2' TRIM WON SHM
METAL SHEERS W
P'CN DRYER, VENT -AND INSTALLDnTCUtt
TO MARE
EKTEINOR WALL D AND CONNECT' TO AFTER
FLASHING LAY MT
ON ROOF
UP.: AND UNDERPINNING IS INSTALLED.
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RAIN CAP
ASSEMBLY
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Dlk I CRT DEs'nNY LLC
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RRR 1— 6.7
END WALL
END WALL
W ALUMINUM FLASHING
VAIH ME
UNDERTHIS FLASHING WILL BE
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YOU wu SLIDE IT INTO POSITION.
TO, EXTEND VERTICALLY Zw=lm
HORIZONTALLY 1. EACH MY OF PORCH)
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8' ALUMINUM FLASHING 0.0084' MIN.
TO EXTEND VERTICALLY ALONG ENDWAL
THEN HORIZONTALLY BENEATH DECKING
1. ALL FASTENERS USED FOR TREATED LUMBER SHALL BE
CORROSN RESISTANT,
2. FLASHING IS REO(UIRE)D ADJACENT TO ALL EXTERIOR WALLS.()
5118�2 i/Z (MILJ:yLCOR�IIOMRESISTANTFASTENED
EDPC NAiLLSS OR $CREWS
PER JOISTS.
ALT.. 5 4' CEDAR PLANKS OR 1' RBERON COMPOSITE DECKING MAY
BE U . FASTEN RBERON DECKING TATH 2. L2' MASTER SELF -
TAPPING SCREWS SPACED & GAPPED PER UF. INSTRUCTIONS.
4. ALUMINUM FLASHING WRL BE SHIP PATH HOME ON THE PORCH
IAliito
APPROVm BY
IAug 16,2016
NC.
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tl\GIi1fSItlIW9PfilYCIWiD�
FLASHING INSTALLATION DESTINY L
AT MARRIAGE LINE FOR
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ORT MR 7/25/16 Ie� I-6.8
Chapter 7 - Utility Connections
General
BefOne connecting any utility systems, local, county, and state authorities must be consulted.
-Macy localities have special requiremorus pertaining to the installation and special testing of
utility systems; : Vrawdngs illustrating utility connections are examples only. Local officials must
• be eontacW to determine specific requirements.
Qualified personnel at the manufacturing facility tested all utility systems in your dome.
Howaver, it is possible that during transit damage may have occurred which would dictate, after
service connections are made, that field tests -be conducted. Emphasis should be placed on
ensuring that only qualified personnel familiar with local code requirements mane all utility
connections and conduct all required tests.
be connected to an electrical supply source rated at 12WM volt, 3
system. In roaldng the fader connections to this power source it is
e wire of the correct aize be used. If the wire is incorrectly sued, the
be exceeded and you may experience a voltage drop at your home.
rg capacity of the wire expressed in amperes. The greater the amperes
Urthe heat. (Doubling the amperes without changing the wire sire
Additionally,, if the amperage is allowed to become too great, the wire can become so hot that it
wdtl'demage the`htsulation of your home'or even cause afire. A voltage drop inyour home can
cause`a'drOp'hr,efficiency of all ilights and appliances. Motors may burn out and you may pay for
electricity that you do notuse. To avoid dim possibilities refer to table below.
FeederCounpetlons and Ore undbr ,Conduetorsfzes ,
Feeder
Size!
(Amps)
Maximum
$leatral
Feeder
Load
(Amps)
Minimum,Feeder
Required
`Junction
Box Size
(Inches)"
=a Based OnUse.of7 -Degrea
I "C" Insulated Copper Conductors
t- Pcwe
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—"Neutral"
roes '
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1.
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AT A
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In'IM water. Una`om0
PMOM demo r. Imm
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THE MAXIMUM ALLOWABLE WATER INLET
PRESSURE IS BO PSL 6 THE WATER
SUPPLY IN THE HOME'S LAcAnm
EXCEEDS 60 P9. A PRESSURE REDUCING
VALVE MUST BE INSTALLED.
ALT: RISID PIPING MAY ALSO BE USED.
APPROVEDIiY
p
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:Se12011
INC.
WATER and DRAIN
LINE CONNECTIONS
a m w. DRT DESTINY LLC
DAM 9/15/I1
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BEEN INSTALLED aT,TNE MANUFACTURING FACILITY.
TP EASE REVIEW THE. DSOUTATTEN LIDBE:ORE STUaa ND WORK 0 FAMILIAARRIZE LAYOUR(EV WITH PROPER SSEQIENCEEOFI INSTALLATICIL MMNEa.
BEFORE YOU staph .
U LOCATE. THE_DBAIM WASTE PLUMBING SCH IVATIC THAT IS SHIPPED WITH THE HOW— REVIEW THE LAYOUT-
P ACCORD
TO T MAIN WASTE SCHEHAATit ALL PSG L AND FITTINGSTHEM SHOULDUBE USED INDICATED TO ENSURE THEON THE GROUND UNDER Tie HOME IN THE�CORRECT FLOW CGW=TATI
6FWASTE IN TTHEING
ASSEMBLED DRAIN SYSTEM
pA(V'F1p HPF. '
U REMOVE SHIPPING COVERS FROM ALL EXPOSED PIPING OR FITTBNGS THAT EXTEND BELOW THE BOTTOM BOWL
2) INSPECT PIPING AND FITTINGS MAKING SURE THEY ARE CLEAN MR FREE Or BURRS.
O) ALL PIPE AND FITTING CONtECTIB4 SMALL BE PER THE CEMENT MAMHXACTHRERS DHSTRUCIIOS WHICH IS PROVIDED
tl START THE MAIN ASSEMBLY AT THE MOST RCOTE EXPOSED PIPING DROP -OUT FROM THE OUTLET AND WORK TOWARDS THE OUTLET LOCATION
S) IT IS RECONKENDED THAT TEMPORARY BLOCKING OR SUPPORT BE USED FOR THE ASSEMBLED OWN PIPING AS YOU PROCEED TO ACHIEVE A SLOPE
TOWARDS THE OUTLET OF AT LEAST BOA' PER FOOT-
6) IT A CROSSOVER CONNECTION IS REQUIRED USE ONE O THE MEMOS EXPLAINED PREVIOMT In THIS CHAPTER
7) WHEN ALL CONNECTIONS PAVE BEEN COMPLETED RELOCATE THE TCPORAaY SLOPE BLOCK" TO No scRE THAN 4 FEET APART FOR PERMANENT
DRAIN PIPING SUPPORL
APPROVED BY
RHBvisad
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INC.
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CBKy'AWCRBMAp SYETYBTAHHAAI� (fYP7 ..
OUTLET
0
HERE %CROSSOVER CONNECTION
1- ALL 'LUAM PANELS OR -ZIPPER PATCHES UNDER THE HOME ARE IDENTIFYING PLUMBING
ACCESS TO CLEANOUTSI P-TRAPS ETC.
2, THE. LUAN PANELS HAVE 13EEN PAINTED OR SEALED TO RESIST MOISTURE AND
FASTENEWTO FRAMING WITH A SCREWS
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PIPE INSTALLATION
OGYu ►A BRT
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APPROVED BY
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Deo 23,2008
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MAIN PIPE WITH HAX VY
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1) AM NINIBINAS x 3 LUH8ER DETWEEN'FRAME -OMSSMOWS DIRECLLY ABOVE DRAIN PIPING BY PUSHING UP ON THE SOTTIN BOARD AND
RESTBNO-THE=LtRWER ON TOPORINSIDE O THE CROSAIENBER LEG AS SMVM
El WRAP AWPORT-:STRAPPING ARIRWcPLP= AND 1 x FRAMING NATERZAL FASTEN STRAPPING TO WIDE FACE OF I x MATERIAL WITH SCREWS.
_.
3) OTNER..MEi100S19-PROVIDE SlB'PfStT MAY BE USED TO MAINTAIN NIL PIPE SLOPE fNTS
4} URIBER, HATERIAL TO BE PROTECTED FROM HOISTU Z
0 TO WIDE FACE OF FLOOR JOISTS THAT ARE OUTSIDE OF THE RAIN BEAN. NATO: SURE SCREWS FASTENING
Or JOISTS WELDOIATE POSSIBLE ELECTRICAL SHORTS
URAIN°PIPING SUPPORTS OUTSIDE OF MAIN BEAM
. I I SUPPORTS
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DwnNy
am 10/112/015
mn I - 7.4
3.
4.
5. ROM THE Ocam UP GAMES FROM on UNIT 1IMUGH THE HOLES
POMMUED, 01-THE-1 RAGM
S. CONNECT THE QUICK CONNECTORS Of MATCHING MAR= CABLES
7. INSTALL ROM COMMONS WNW THE CABLES ENTER A JUNCTION
8. CWN=- THE COOED WINES WITH THE CONNECTORS PROVM IN THE
OR
10. $DCMRE N18IE4 WffHtN So OF THE JUNCTION DOX OR QUICK
COMMECTORS,
Ill. REPLACE ANY DMULATION THAT WAS REMOVED TO UM THE
comimmom
12. R04M ACCESS COVERS ON SM SECTIONS OF THE HOME.
O
SUDS COHNECFORS
TOGETHER UNTIL
LATCHES I= ONTO
TAS&
CAUTION
VEMW,THAT ALL CROSSOVER CMMM.PRUM= SY-A GFCI DEVICE
(GROUND- FAULVINTERRUFTER) ARE -CONNECTED TO THE PROPER
CIRCIUTCONTINUATION-BY MW*-MW,THE`OOW=W MANNED CIRM
WINES.
wwou:'Amp Sma To SoLvauss
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LINE
KOTESS
APPROVEDLBY
1. CONNECT WREN. 'VukK'TO'VACR. WHITE,
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OPERATING INTRUCTIONS
A10-0019A Thermostatic Valve
APPROVED BY
NIP2/14l2017
INC.
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The StoneCrest A30-0019A Thermostatic Valve is a device that blends hot and cold water to ensure a
constant and safe outlet water temperature.
00eratina instructions:
The outlet temperature of the A70-0019A 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.
Soecifieatiotn:
• Temperature Setting Range 68-F-120OF
• MazmuminleTemperature 185°F
• Factory Temperature Setting 100OF
• Compliance ASSE1070-2004/CSA B125.3
Posey supply Co., Inc.
P.O. Box 155 1_7.7
Double Springs, AL 3S553
nvattoveo By
IN 1INNC.
rmau....ammaa.
areneosvasanaa®
Temperature Adjust Instructions/ Dispositff de destriction de la temperature/Dispositivo de
limitacibn de temperatura _
Turn valve on and adjust water to desired temperature. State codes
limit the maximum temperature allowable selling. Check with local
inspector if you do not krww the requirement.
at alustez to temp6ramre de 1'eau. la
Mnclale limits la degr6 de iemp6rature maximal
,connoissez pas los exieences, v6dftez auprea
Gire la v61wta y egule at ague a to temperature deseada.Los
c6digos esMtales limlpn ld configumci6n permisible detemperalura
m64ma Consults6l inspector local si no wnoce los requisites.
Back To Back Installation/installation dos b do
Remove blue stop (al and red stop (b) and rotate valve 1800.
Relirez Is butoir =ir (a) of le butoir rouge (b) ertournez Is
robinetdo 180
Retire at lope ozui (al y at tope role (bI y Sire la v6lvula an 1800.
After the shower is set to the desired temperature, remove block
stop (a) and reinstall with the stop against the stationary stop (c) to
prevent the stem from turning further.
Una fois la temperature de I'eau touhait6e altsinte, retirez Is butoir
noir (a) at r6instellez Is foul on m sintenant Is buWr noir contra to
butoir thus (c), ce qui emp6chero la ties de Icumer.
Despu6s de conkgurar Is ducho a to temperature deseoda, retire of
tope negm (a) y vueiva a Insldar con at lope opoyado on at tope
file Icl, as[ avitar6 quo at v6dego Sire m6s all6 de to demado.
de Dmitacibn, de temperature
Replace blue stop (a) and red slop (b). Replace valve cap.
Replacsz Is butoir nolr (a) at to bulolmouge (b). Replacez Is
copuchen du robine6
Reemplace el tope azul Ia) y at tape rojo (b). Waive a calocar la
lope de to v6lwla.
(-7.8
APPROVED-13Y
Chapter 8 - Utility Service Test Procedures=NINP.
awm�srarmmw
Systems Test
All utility systems are given a quality assurance test at the manufacturing facility. To ensure that
no damage occurred in transit and that the final connections are proper, on site tests of the utility
service connections must be inspected and tested for leaks after completion of set
CAUTION
ALL UTIIM 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 sUPPLY Is LIQU1F&D 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 NOTLIGHT APPLIANCE PILOT LIGHTS) UNTIL EACH APPLIANCE HAS BEEN
CHECKED MAKING SURE ROOF JACK (VENT) IF APPLICABLE HAS BEEN
INSTALLED, AND ALL GAS UTILITY CONNECTIONS HAVE BEEN MADE AND
TESTED.
1, To check the gas system for leaks; first close all appliance controls and all appliance pilot
light valves (see appliance instructions included in the home or posted on the appliance).
2. 'Openthe gas shutoff valve on the supply lind'to each appliance.
3. Attach anounce gauge on the main gas inlet to the home.
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 6gbbles are formed, tighten connector until bubbles cease to form.
CAUTION
DO NOT BUBBLE CHECK COPPER OR BRASS FITTINGS WITH SOLUTIONS
CONTAINING AMMONIA.
I-8.0
APPROVED BY
ON00oRevised
Deo 23,2008
ff NC.
=m M�n s
After completion oftest, 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
no 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 (psl. 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 AIR: 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. Tile 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 fixture canopy.
(2) Using: the continuity tester, check every direct-,onneeted appliance or fan.
The testermust 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 aacewaylelowmain electrical panel box.
* Between one riser of heat duct and convenient ground.
(4) Any loss of grounding continuity found in (1), (2), or (3) above will require
WHEN PLUMBING•FIXTURES'SUCH AS METALLIC
> AND SHOWER RISERS ARE CONNECTED ONLY TO
[NG AND PLASTIC DRAIN PIPING, CONTINUITY TO
GROUND IS NOT REQUIRED.
I-8.1
Avnaovebav
NrAz-;2
INC.
;Qafla
B. Turn "ON" the main circuit breaker and each individual circuit breaker.
"Oti Plpfng 13a
sHomes=thatatti
sdn;'4he 6otnf
fibs furnace m
praxituras:
In addition, nn
storage°,t8nk�ol
service and sal
(1) Plug an AG receptacle wiring tester into each receptacle in the home to check
for reverse polarity, open grounds and shorts.
(Z) Any reverse polarity, open grounds or shorts found will require investigation
and repair:
(3} tnstait;lighvbulbs and fluorescent tubes if not already installed. Make sure
each'light fixture Isoperable by turning the appropriate switch to the "ON'
test on the smoke
be conilted for:proper pipe sizing and installation
1-8.2
home in a location accessible for
c dies abo o the lave, oFtfia fumaeo oi! control ot he � nit flows by gravity. To
oil tapks that feed veponzing type oil furnaces m installed
n
grevtty tailed so that bottom oof the tank is at least
18 IeveL
For.gyn type otl.furnaces,;the location.of,the.oil', storage tank_ is left'to the.discredon of the
homeowner "Since the'fumace,ncludes`a fuel pump, the tank may be installed above or below
groudd For tapke iasteiled 6etow grdund; the filer neck should extend , foot above grade:and a 1
%inch dimaiii minimum vent pipe extending atleasi 2 feet above grade must be provided.
Regardless of Ilie type of oii'funiace served, or the tank location, the tank should be installed to
provide a graduM'mbpe,toward the fill end or drain plug, if so equipped, to facilitate pumping or
draining of watek and sludge.
i3efon setting !Tie system m'ioperation,the:tank installation and supply piping must checked
`for leakage:`Tlie„tankmustiba'file`dto'capacity with the fuel to be burned and all joints in the
system checked4visunlfq or a.
Chapter 9- Final Inspection Checklist
After the home has -been -set-up and completed, check the following items to assure areas
or items have not been overlooked.
Task
Cotn leted
I Feetings`and''piers
Checkthat-footings pads are of the correct size piers are located at proper
`cmg.,Check
-s that blocks"and w es are -tight.
Z. Apchors and Straps.
Check anchor s' aorn' andmakesure all tie downs are tensioned
3:•Bott6mboard
Inspect for eny tout area's, especially around bottom board penetrations. patch
! tormareas with "Prover ta .
4. Crassover connections,
Make sure the electrical, water plumbing, drain plumbing,;gas.piping
tcoimecdons are`com le'te: Check connection of &ct crossover to duct collars.
S & Exterior,sidIng and trim` '
k Checkthat there; are no gaps, voids.or missing fasteners. Make sure seams are
[seated: Paint all ed es of trite.
k6lWindows anddoors ,
Wake sure a1T windows and exterior doors operate correctly,
17. Shtagle roof'
Inspect shingles to insure tliey are wrrectly fastened to roof sheathing. Make sure
no shingles are loose of damaged. Seal all holes in sfungles'atter removing wind
_ ,m
=deflector and or. vIastic`cover
18 ,Apphanee,roof flues'and fireplace chimneys:
Check.to see,thatell roofflfie penetrations fleshing are propedyinstalled and
}sealed:?
i,Gas, burning appliance vents must be inspected to ensure mnmection points and
enetrations throit the 'roof
19 Water and=drain systems
,Cfwater'to home is available check allfaucets for operation and.check each
fiztun: P,-tripsjfor any leaks:; Check to.:make sare`all waste;plumbing has been
installed per plumbing print that is shipped with'the home. P-Traps must be
checked to,be sure the =are well insulated and cove're&L
!10 Interior details, I ,
Inspect a1C interior finish details; such as molding, paneling and carpet: Check,all
drawers for io ero eration. Cheekall interioi w-'mdow's for'- rov6i6eiitkn.
11.'Entry Access:
Te access installed at entry door.
12._Clean up`
Makesure the interior.and etitedor of the home has been cleaned from
installation ofmaierialsand debris. y`
1-9,0
Chapteir 1Q_= ReloC2d0n of tlie`8ome
the ts
remdwindw and themenm
rr home inWea ° a� attire new locadca. N= move
ym hig w u d zee lOwdod or wofload was orthumal rme than what the home
to designed £oi, -C4eck the dcalgn regoiiein •ahown on Your iiomda oompliauco awti8s
(dataplate):
AppU4vicee"
3eoute appifaneos
4Daaf"Caps ,•
;Place duct caps t
�. .
axlas;asrequiredbgthemaan�turer. Be.surethattkwaramflatad
Pi and do not have my cradw or opgW. Chili aud'repair
�'Y•
mov�neatdrtting tiaaispoetatioa. -. .
ran nW cmulecaene.
Ay homa V10*d-Ill those Oilsales lots; must be immediotal rVoclrad uw i
each I-beam for- ,antic'
patad roof-and"Soot.loa& to piavent excassivo dellection.oad'possible
structural damsec.,'Follow the blocking Piro spwrxd is this,maoual or consult a registered
<p oihssicnal .
F .:
Iran* offlialtaii sad BakuSinea..
Subed l d8tnaga�6 TRANdT DAMAGZ WNNOTTCCO
h stored ito t s thslioaae rnateriais orcthar itmdv are
,wARRaN?l�f.�
VERED.t31YDEBYOUR
Mniti•Sec�loa Humes?
ierdporncy atruatuml aupporq; and bcaoirig tneterials lieforti movng=tlu hoaie:.Cover
open"aidoa o$seetions wide weatfiarpycc� maouials such as.6-nW pfasO.syeopng. After dra
soottods Nava ties as enure 2" x 6° `=, . Plaim, _ sidppiogbnroas nt rho final ead bud in the axle arba. ,
cWge h supportain cpen atesseat a mnxrmmn effect feet on sender: .
Af'PRQYED BY
_ Ft;g'; � 119g
,� INC
T-'lo o
Note: Prior to knta4otlon , refer to any food, state and federal regulations to assure proper cornplionce.
Soil Wprobe the anchor location In order to motch the soli obsslkcollon with fhe proper anchor.
&"anchors(b rK
Warning: Before ground anchor installation,
ANCHOR INSTALLATION determine that the anchor locations around home will
There are twobasic methods of Installing not be dose to any underground electrical cables,
anchors, each equally effective to 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 anchor, with a personal injury.
anva macrame is a iwo person operation.
MACHINE INSTALLATION
In this method, the anchor is tumed 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 slight angle as shown
to assure head being
positioned behind future
shirting.
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.
PROPERTENSIONING OF STRAP TO ANCHOR HEAD
1.- 0Insert bolt into head;, attach nut Bend strap 900and take at least
loosely. Insert strap in slot of three complete turns on bolt until
file bolt until strap is flush with strap is taut.
far side of bolt.
- 2.
Bolt is turned with 15116" socket wrench, or adjustable wrench, on ' APPROVED BY
hex head. With square hole in- anchor head, hold bolt under tension =NINP.
while repositioning wrench: Place open-end wrench.on 51W square
shoulders of bolt Align square shoulders of bolt with square hole to
3. anchorhead.
Holding hex 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 position.
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 slack.
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 Pretenstontng
2' for 4' disk anchor
4" for V to larger disk anchor
APPROVED BY
M
=Wpl
17
100 ,
aors�wxna.ro vwnro�ra�ma
After, Pretensioning
max a -
Stabilizer
Ground Anchor 11-
1. Place the anchors approximately four inches to the inside 4. Place a stablllzer 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 intederence with the skirting (see above) shaft.
2. Hold the anchor at an angle of approximately 10 degrees S. Drive 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 cubide 1' below the surface of the ground.
the sidewall (see above)
3.Instell the anchor to a depth of epproxlmately one-third 6. Install the anchor to Its fug depth.
(1/3) the anchor length. 7. 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 bolt to move the anchor head.
FRAME TIE TO ANCHOR
Long'itudinl Frame Tie To Anchor
Frame
Main Beam clamp
Wth
tra
Longitudinal S
Pier Bracket Ttedown Strap_
e Strap
Anchor with —
Stabilizer Plate
Lateral Frame Tie To Anchor
Manufactured Home
I Beam
Frame
Level
60° Max
When the angle of the near beam frame tiedown
strap exceeds 600 the far beam frame tiedown
strap is installed in addition to the near beam
snap 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 lie With Buckle
'N
1. 2. 3.
Thread sufficient length of frame Cie 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 aftemate.
Single Slot Buckle With Strap Frame Tie With Hook
�TOMdwr
V. x 1" Grade 5
Bolt & 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 11
MMA-33 ASSEMBLED UNIT
Minute Man Strap w/Radius Clip
4- To Anchor
3.
Enlarged View of
Frame Beam
Attach Frame Clamp
(Hook) inside top flange of
home frame. Bring strap
around frame. Plans strap
between frame and home
as shown in sketch. Pull
strap tight and attach to
anchor tension head.
APPROVED BY
Pp
EVISED
v14/2017
INC.
rmewne suwracnnro xorc
kryrsrwaws mo serer srNWss
Home Frame
Pivot Clip must not vary more
than 10 Deg. from Perpendicular
to Boam.
1-11.2
March 4, 2013
Minute Man Products
305 West 10ng 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 3/4 DH
GW 2—NC2
100 DH
650 3/4 DH
4636 718 NC
XDH
MMAS (Seal)
760 314 DH
4636 3/4 EZDH
48 XDH
SBN (BOR & Nut)
636 518 DH
4430 314 EZDH
24 BA
Pivot Clip W/S
636 314 DH
636 314 EZDH
210 DH
FCI W/S
4450 314 DH
650 314 EZDH
210 JDH
FCII W/S
4430 5/8 DH
660 3/4 EZDH
210 PDH
BUC W/S
4430 3/4 DH
6650 3/4 EZVDH
36 DH
MMA SD2
4442 6/8 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 Ttrbe 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
00-S-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 14" 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 anchors 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, 11, & Ill.
APPROVED BY
REVISED
2/14/2017
rON NC.
Fr:DEMI WYNFACIUA DKM
coxsrwrc170e AND SAFETY STANDARDS
1-11.3
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APPROVED BY
FES L P 10
-INC.
APPROVED BY
AAevd.sed
Dec 23,2008
NC.
iEDmLLLNANUEAC WDWKE
W NSTRUMN AI® SAFETY STANDARDS
Chapter 13
BLUE NAIL DRYWALL OPTION
ON SITE DRYWALL FINISH (MULTI -SECTION ONLY)
1. IN -PLANT FACTORY REQUIREMENTS & INSTRUCTIONS
• Install unfinished 112" gypsum wallboard in all rooms 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 Dapla 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 mini -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 shall be shipped loose.
• Ship loose any & all feature wall mirrors and hardware.
• Snip loose ceiling 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 pei standard specifications.
• Any and all wainscot in blue-nall areas shall be shipped loose for field Installation.
• All electrical fixtures (receptacles, switches, thermostats, smoke detectors, eto.) 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 drywafi 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 frameslopenings are factory stripped 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 -nail 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 mugl-sectlonal 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
0
m
INSULATION IN THESE AREAS
DOOR SIZES
23' x 60'
ROUGH OPENINO
23 1/4' x 6D 1/4'
9/16/04
APPROVED 8Y
ONRep17,2004
INC.
cnxmwrnoxnxe sarwr caxs�xos
COVER DOOR WITH 3/4 PLYWOOD 01 KGH
WNDS OR EXTREME WEATHER.
NOTE
3/4'xW)W plywood & (32) 06x2 1/2'
wood serows shipped loose In the home.
HEATER DOOR DESTINY L.L.C.
MODEL 1y6600
�7 I-14
INSULATION IN THESE
INSULATION IN THESE AREAS
DOOR SIZES
23' x 50'
ROUGH OPENING
23 1/2' x BD 1/2'
/T 9/23/04
COVER DOOR WITH 3/4 PLYWOOD IN HIGH
WINDS OR EXTREME HEATHER.
DENOTE
3/4'x27'xW plywood & (32) #8 x 2 1/2'
good x aws thtppsd Toone In the home.
27,2004
DESTINY L.L.C.
'ALL' I 1-14.1
`t
INSULATION IN
THESE AREA
R LAIIION
/z SHEETROCX
7/16' OSS
VINYL SIDING
IiE1- J CHANNEL
ALL
.`
'W-2 1/7 VINYL DOOR TRW Wr 4
Y
APPROVED I3
J OcE 26.2005
N AINc.
rmEw.rnanu.ror
ovonurnoeuowmsamwss
SPECIAL NOTE
IF THIS COVER PANEL IS REMOVED FOR ANY
REASON. 'BEFORE REPLACEING' loll WILL
NEED TO RESEAL THE OPENINO FOR
'WEATHER PROOFING'. THEN REATTACHED THE
COVER PANEL.
No. 20997 RT
STATE Of'
J CHANNEL 44 MD.. 1�;
SIDING /
V, iiWFI•:!T:�.ii:4
COVER DOOR VM 3/4 PLYWOOD IN WON
WINDS OR E%IREME WEATHER.
DENOTE
J/4'o26't66' Plywood do 32 J8 ■ 2 1/2'
wood swots .hipped loose in the hare.
ANEL
w � FATMAoOMS DESTINY L.L.C.
is DRT DRID-14-20M ®. - jrMI 1 1-14.2
.- .
IMTOP PLATEUX
BLOCICNOTOBS
PASTEIEDT0SnW
WI(B 7NB'x
2 U21,150A
STAPLES.
I
9TIID9
F9L{ BLOCIOMI
TNN.
OR MT0PPLATEMOL
NOTE:
TOACCWS REMOVEALLSCRM ANDTHTN FtMVEPAN9-
lawwood5c
TYPICAL (245
0
FORACCESSW I HASTONE
STEP IN FRONTOF M
NOTES:
1. ALLACLESS PANELS MALL BE FASfENEDATW 0.C. WI
No.8X11Ir SCREWS.
2 ALLACCESSPANELS (810M SINLLBEPASTENEDATZ{•O.C.WI
N0.8x3•SCREWB.
APPROVED BY
EPAK07M Sep 15,2008
CCESS7m NNC.
CMIR raros"SU xo�
C0IKIPIICNgI N105J1ETYSfANGx0T
WOOD BAtEVl9 Fo Z
TYPICAL TO OFF WAXn ENFtM VEALLSTTPAT�NOYEOOT
OUT OF THE WAY.THEN RENOVE ALLBCAEW9 FOR PANEL
ANDTHENTHBP/WEL
STONE STEP
ELI INTEitIOR PAHi171A ON WAL18 DESTINY LLC
SIDEWALL EXIFRIOR WALL COVERING (VERT)CAL
FAS7EWNO REQUIREMENT&
Fastmare must be come" rwbtanl, galvanized.
Or stainless steel. Claelm-galmlied are acceptable
but may exhlbR premature eerrosian. The mooufaclury
rocanmmda the use of qudlt% hot-dWW galvanized
na0s. The Manufacturer Is not reponalbia for the
commal runs resistance of fostenara Stainless steel
t�i °dwuuy ilumQ g&=n recommendedeta ' •ldoi��c fnaao'nd
PNEUMATIC FASIEWWO
Camboard podudm can be hand nal1W ar F I ad with
a pnwmoOo tool tiuumotk ladbkig Is highly recmnmmde4
Set dui peasum so that the fastmr 1e, drhen mug with
the surface of the Ndlug. A fhuh mount attachment an
2 WART FOR FASTELENER SIZE
FIELD
FASTENING.,—
TABLE FOR 22) I FOR
J APPR VED BY
Dep 28.r2D16
R„ I INC
calraaaaRAU wRrcauRwoe
M 420 PLF ENTQaOR SHEARWALL
USE W' F® SHFATHINO THEN
Siff AllD ADO TIIE HARDIPANfL
1 FOR 10'
HORIZONTAL JOINT TREATMENT
P bar type IIa.hE:a (rmtd ar plwtk}
Orwlopl) Q the CwnPanal by a minimum e! 2'.
Ownapp" must be blocked at all adyw
and the nallc eaMdWe must be mamtoM4
VERTICAL JOINT TREATMENT
Cavil, (Mmed praductO-m�lI Use k er latex based
covdic ulk
should buillato Performance that leer �ansnHY Ns. ot�lk
w gamble halloo aWk maufaehrcra reWhemanl far
appilocuan/use . (ng 20)
C rrINO CEMPAREL OUTDOORS
1. POWOM cutting stotlen W that mind ash blow dust away flan
usr and others In waking e
2. Use one of the blowing mathadc
a Sea: I Somas and enp S, Sneae (manual. alactrk or ins maUo).
b. Beim, Duet reducing &vula saw equipped wIth a HardleNWe row
blade and vacuum duet extraction.
e, Caod Orcula saw with a Hardemisae was, blade (for low to
seam andsonaN ar soon (manuaL elwtrk a
a not mar-ddvdh nall haade a drM Wile at an cmVs, S'PenlUm alttng alalkn in well -ventilated cm.
nag is camotten ink. ceulk nag hale and add a ndl. fig. 8)Rush ¢1� 1MW
Cemtsramk, w�'�FWAL'I�EDapV"�"yl�ttvSApnm Il figeldL�fvap t adgu. ,�
Qadd Oa do no mdr d� w11h0ASTM I,l .Ca lutli aanhtrmutt LOWW aP MmIlloml c mPwith ILS�M
Flqun A S drive nags a s the tsulldlO eeeant manufacturer's wdtlm lorlrucGaas or ASTY qig
CEMPANEL VEFfiTCAL &DIA1Ci
STAGGERED NAILS O S'O/C
m 4 clod m 4 stud
DOUBLE NAILS
0 16' O/C have an Pon ale gap
between Pon" ttwh
Caulk
16' O.C. FR AS I
WIND ZONE I MID ZONE 2
UND LANE 3
r ewsrac r.ewroa
I wrwroa
ream oroa wARre r.+nrra6 wr.M
rvr rw roe ..m
era r M.,M ��'.��r r...r....
"W-1 l`i%� Wr win Mf Wit-) bear a
' D.C. FRAMING G LW
2
WIND ZONE I WIND ZONE 2
WND ZONE J
rrwraa r ewroc
WA
ras rRr ar l7t Rel.ra rem fhr r a6 hrhw
s/A
.sIs 11WRAI rewLb MRwe
CEMPANEL SIDINGS ARE PRIMED WITH AN OPAQUE ACRYLIC PANT
AND SHALL BE COVERED %M A NIGH QUALITY. OITERIOR WADE
ACRNJC, lATM PVA. SEMIGLOSS OR FLAT PANT.
MR - 4W REPORT
DpL of HUD Materials Release 12621e
Dada Comfy. Floral; NOA NaO2-O720.O2
s2•Bh ALL DIVIDERAPPLY�APPPELpY�Lgy�T�pp
fRA1DM0 MFIIBERS
BEAD
OAF 1,61"
w ��B1 S �FRAYINO
pattc M. O? .o a 'e.
�e�fr
r ma
ALL DESTINY
HO NIE
FACE NAIL, CALL LAP PRODUCTS)
CORROSION RESISTANT NAILS (GALVANIZED
OR STAINLESS STEEL)
USE OD92 x 2' MIN CORROSION RESISTANT NAILS OR
OR 1 I/E' x 11 pa <O.1B0• dgneter) corrosion reslstu
roo ng MOSS.
All Cenplank Joints Must meet over stud except who
using oPf-stud Joint hardware, The Length Of each
of nplank Ined mutt be f sufficient Length to
allow for Mal 0 into at Oast two studs on either
of the off -stud Joint locatkn
APPROVID BY
Nsop 28,2026
ANC.
R0`wn vuo'�'�wn°ir'
SoeNOI NOin
ew5/16' pypSun oust lot used on the Interior
side
of
side of twn4
No THE USE OF A SIDING NAIL NAY NOT BE APPLICABLE
INSTALLATIONSALL RQIEREPOSURE EGORIES GREATER
RESISTANCE IS
REGUMD pY THE LOCAL BUILDING CODE. CONSULT
REPORT No. KR-405 FOR SPECIFIC DETAILS.
BLIND NAIL.
(CE)PLAN( CAN NOT BE NAILED 24' OG
IY CENPLANK CAN NOT BE BLIND NAILER)
CORROSION RESISTANT NAILS (GALVANIZED
Ot STAINLESS STEEL)
92W, E. 7.5'. 6250. 6' CENPLANK
RECIDGENIED, ROOFING NAIL IIOI4 I L9'xll go,)
or O&W (6d) x B' inn, corrosion resistant nalb,
NAILS MUST PENETRATE P INTO STUD OR
COMBINATION OF WOOD SHEATING AND
STUD,
Speck) Note,
Nininun 5/16' pypsun oust low
side of the wolf
(CAULKING WEATHER RESISTIVE
OPTIONAL) BARRIER
used on the Interior
■ THE USE OF A SIDING MAIL MAY NOT BE APPLICABLE
TO ALL INSTALLATIONS WHERE GREATER WIND LOADS OR
NIIER EXP13SURC CATEGORIES OF WIND RESISTANCE IS
REQUIRED BY THE LOCAL BUILDING CODE. CONSULT
REPORT No. NER-403 FIDR SPECIFIC ➢ETAILS.
barrier
PENETRATION
IR
I D STUUD
based
thin¢ First three
end walls,
24' O.C.
Hnimum 7/16'
sheathing
NOTES:
1. USE THE FASTETERS DESCRIBED IN DETAILS A Ee B TO ATTACH
COMPLANK LAP SIM
2. BASIC COMPOSIDOM. PORILAND OCKENT. GROUND SAND.
X S DILGS CONCON MN�DASSESTOS wNBERCLASSrh OR
FORMALDEHYDE
OOFFFn NDaSPLICE DEMO: IS UAL JOINTS BUTT OVER UUZ�T AWERE THE
4. CEMPLANK THICKNESS . 5/10' gAy�
POWER
SLAW OR A CIRKCULAR SAW EDUIPPED NAM BE CUT WAIN A A CAI®IOE SLAVE
OR DRY CAMOND BLADE THE USE OF A GUILLOTINE OR DE
SCORE AND SNAP METHOD IS A FAST AND EFFICIENT WAY TO
CUT XARDIPLANK SIDING, XARDIES TUNGSTEN TIPPED KNIFE IS
DESIGNED ESPECIALLY VCR THE SCORE AND SNAP METHOD.
6. TOP EDGE FASTENERS SHOULD BE PLACID V FROM TOP
PLANK EDOE
7. SIDE 11 FME NDIS SIDEBEEDCLACED NO C MMR IMAM
6 BOTTOM E1JCE FASTENERS STALL BE PLACED NO CLOSER
THAN 3/4 AND NO FURTHER THAN V FROM THE PLANK
BOTTOM EDGE
MGM FP&
eta
'w CEAAPLANK LAP SIDING
INSTALLATION INSTAUCTIOAB
1-18.1
APPROVED BY
(9) ®17
ON PIZ
cmauu
UFP Distribution
"HOW TO PATCH SHEPWEAVE II BOTTOM BOARD"
Shepweave 11 and Shepweave 11 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 11 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", W wide BL-1000 Series
mpes(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 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, 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 eitherTABL1000, 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
DOASM43LE TEIkECOFIl10 AIR 4NI7R RT REYovINO (� ,
SISIEW7S 30 TNAT Wxa THE INNEREaION OF'q
IS OSTALLED. THE OPEN END WILL RE NO LOWER THAN
THE BOTTOM OF FLOOR JQMT.
Q ow" et • I
ToJOIN PE TO
Wo J0B1 UPRR MP[ To
aieli0
•e•
WATER NEATER.
ORan
'
ADJUSTABLE AOt MIST ASSY.
IMITALL UPPERPIK .„,,,..
RU
PART I1060)
Hall IN FLOOR,
FIDOR
\IRAYL
AMR INLET PIPE t0 BE NO
'
SLR A •N' 1N BOi►
noolt �.LOWER 1111" lO1TON or
ME
PAPER. PUSH UP
'
1' AND TAPE 70 UP
ADAISTARLE AR OILET ASSV.
I PIPE.
ERNEW PART /APIIOW)
PA INUA AY@N wmi.
JA
FACTMOMALLAMON
® REMOVE TAPE FROM
WH
.
. IT801TATTACHED TOE
All DNBi PIPE.
VPPLR WHEN
AIR IN LOT PI
'DAMINIEf
•••••��
.3CRRW3
PIPIPE OVER
��"'••��
UPPER (INNRIO PpG
PIRN TT. PE UP
r SECURE I M WOOE
THER TNRWON PUNCH
HOES O OUTER PIPE
rSZW-TPRa
LOWER OUTER
scls+as
R INLET PIPE
�J
PULL�--
NOR PARR DOWN
THE TO LOWER AIR
® REMOVE TIES ►BOY OEM
INLET PIPG
WATER IWATICI AIR INLET
TO PNOVOE ROOM 70 INSTALL
TOWER_ (O pM) SECTION 0/
EE'NBT7 PLLAG
'
REM WELTALLAWN MAIL
O
FIELD TION
C
o =��;/
'-w .22
at, IWO
WHSN 7HG APPL KiATM
7M PAQ8 MUGr ER
TAPSD ON THE ELEaRO W PANE.
0MCOVIRASAWANNNOLAM
FOR PROPER RE LD WWTAL LATM
ora 16,2001.-
t
WATER HEATER AIR '
NC.
irvEi./��-QLp
. p0010tillRTlmlAIIOMRIV RSp11104iMS
OWMM AC
E7E7V�LA
Car 12/"/00
ADD.11F4.0
w -
✓laSTS
x MW
I'm U]CA m
PLAM PIERS LARDER RIM JOIST
p
rA lvxtu 10 ODI. z uw ext YA
J=sm(2)As x7'
Y X SOME AT 1r && S/16, x
r LAO
F� UWE R.a. _ No SEMI IN "OR OFA]Oftli�. sa�vr.
1) .IDI x r FO NUS OR
x tSP� S7APLTS FASIE71
PEOMEIER ®OE R&
v
RFC pF W- x a3- x 1 O111RtRR EA
OORNER OF BA Pt7t.DEIGLL10.SAT A t R.CH
mg (MAY BE CUT R M A STANDARD
AOISIS 1--ffi1N (�' RECESS) OU7)ODIIERj.
PIKMEOFBAYWAGILMORSIXIAMI 10
� 1VO1ES
1. ALL BAY FRAMING MINBERS TD BE 2x0 No. 3 SPF
11 BLOCK= EQUAL .OR BETTER.
7/1O' x 2- ' 2. MULTIPLE JOISTS TO BE FASTENED 'TOGETHER
xRE SAY a OR
7716) 'x 2 I/7x 155.OA . STAPI ES i r 060.
3 DECKING TO BE APT M SO AS NO SEAM WALL
EXIST BEI M N 1W MAIN FLOOR AND THE
_ A G USED TO�WALK-YOUT BAYGF'RAMINCL IS ALSO
4.FOR Ir MAX WALX OUT BAY V)ATH ROOF CAP
F� 3.0. NORMAL EAVE OVERHANG)' REFER TO
5.REFR 70 EW-6.3 FOR WALL AND ROOF DETAILS
ILOU1RI0(ERS SHALL BE WELDED 70 FRONT HEADER
IRE SAME WAY THEY ARE WELDED TO 1-BEAMS AT
SWAMI SEE W -3A
7.A PIER VALL BE REWIRED AT EACH CORNER OF
WALK OUT BAY (2 TOTAL FOR UP T GO PSF ROOF
LOADI' -REFER T OAKWOOD INSTALLATION MANUAL '
FOR PIER DETALS (TEES COPY LS T BE INCLUDED
PATH SETUP MANUAL FUR TIOMES,WTH A WALK OUT
BAY). :.
°sue lETE®a basis
BAY FFAYA
D HAILS OR
11,2002
as 1 AM#10.0
I
OPERATIONAL SMOKE ALARM TEST PROCEDURES
PER THE SHOKE ALARMS MANUFACTURERS INSTRUCTIONS
SMOKE ALARMS - VERIFY PROPER OPERATION OF SMOKE ALARM BE PERFORMING THE FOLLOWING STEPS•
1. DETERMINE THAT POWER SOURCE IS CONNECTER
t. VISUALLY CHECK FOR PROPER CONNECTION TO POWER SOURCE.
? MANUALLY DEPRESS C1CCK BUTTON AND HOLD IT DOWN FOR A MINIMUM OF B SECONDS.
L. SOUND INDICATES A WORKING STONE ALARM
S. N THE ABSENCE OF SOUND. INSTALL A IffiPI.ACEPEMT DOM ALARM AND REPEAT U TMRU A).
FOR BASEMENT HONES INSTALL A SMOKE ALARM AT THE JUNCTION 909 AND TEST ALARM TO ENSURE POWER.
ALL SIOIE ALARMS ARE TO BE TESTED. TO ENSURE ALL STOKE ALARMS ARE NTERCOHIECTEO LISTEN FOR EITHER ALARM SOUNODIG
WHEN TESTING
APPROVED BY
ONRetF* Bed
Dec 23,2008
INC.
FEDERAL MANUFACTURED HOME
COKSI IRCTIGNAm SAIFLRY 5IANDARDS
I o'BL#-aav I
Sloz/4{/Smr
�.NI1S3O lN0 w rues
p ejnsodx3 joj
u04oeuuoOja4uj
i0od pue �ool�
y�
C {� 1-ry *SM rn ar NMVVILMI IW Small 01
1tl,SS3MM A 1mirls moi yp NDIIIMSM 1tl1f0 SO 'Z
(r T T 'S vaq NOUMMOMM
IMNou1DOM 301 Ort-1 OW SZY-1 332 '{
sari
'0 33P6Na33 S 3001 Trf
3NO3 DNU� S0a ['s,N) -aoVO .33 M O Sanwa 32z /
IN mON Out Y'imN) 'OO .49 4313NOS On &
sv,3 3D03 6001/ No
'031sYLImN $1 ISM
Wool NOLLYSL#OS LYM OS ANMSS303M
,Z/1-9
A aRLYROIO 33 ISM HIMM m11319Y! im NO
-
'QOOYl1 143mm TIMOMI0143 NW{ NO003NNm
NMQ/ NDY3 lY 03mm 33 LSM Sm WO SI SlSmf
-^ra ieua®i
BOOM N33AW4 d TWIN'SONS 7'O .n KM
.SD{ NYN. N33ri 35Sol 8iOo
�JNI�
ism u m -M
•.,/[ 9 senor uoau N3LNt3E .Mo •3MN
STOZ'8T1[
AS O3AOHddtl
SO 30MSPM
rr�
was 30m3
So in 3D03
(sm
70S MS OW J/6-1` Olt
-SNI7ISI5 GOON .Z/{-f : 0{
3Swl r mm N llis 91 N I
1 S!►1 7lBNNB SNYN flN39000K
71'N 010lOOtl 433OISM1 '1431
TW 'dM31E T
do390N1 3lewxs 3OYM 'Nw .1
WIND ZONE 2 EXPOSURE D 71EDOWN SPACING CHART
HOME
SIZE
BOX
WIDTH
1-8Fi M
SPACNO
YAH. TIEOOWN
SPACING
MAX. E1ADR
HEIGHT H
ANCHOR
ANGLE
14 WIDE
team
99 1 2'
3 ft.
Ze In.
46'
14 WIDE
166m
99 1/2'
4 ft.
39 In.
aS
IS WIDE
team
99 1 Y
3 0.
36 In.
41W
10 WIDE
186•
99 1/Y
4 ft.
S4 In.
3T
WIND ZONE
3 EXPOSURE D T®ONN SPACING CART
HOME
SCE
DOX
WIDTH
I -SEAM
SPACING
YAX. TIEDOWN
SPACING
MAX. FLOOR
H[IC
ANCHOR
ANGLE
14 WIDE
106'
99 1 Y
1 4 N. ISO
In.
SS
10 WIDE
ISO'
99 1/Y
1 4 ft.
1 40
APPROVED BY
May 03,2005
iN AINC.
FEDERAL. MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANOARDS
WIND ZONE 2 EXPOSURE D TIEDOWN SPACING CHART
HOME
SIZE
BOX
WIDTH
1-BEAM
SPACING
MAX. TIEGOWN
SPACING
MAX. FLOOR
HEIGHT H
ANCHOR
ANGLE
14 WIDE
166'
99 1 2"
6 ft.
70 In.
73•
14 WIDE
1SO
99 1/2'
S R
BD In.
750
16 WIOE
lose
99 1/Y
6 1t.
73 In.
or
16 WIDE
106•
99 1/2-1
3 11
DO K
68'
WIND ZONE 3 EXPOSURE 0 THMOWH SPACING CHART
HOME
SIZE
BOX
WIDTH
1-BEAM
SPACING
MAX. TIEDOWN
SPACING
MAX. FLOOR
HEIGHT
ANCHOR
ANGLE
14 WIDE
160'
99 1 '
B 11.
69 In.
75'
14 WIDE
t6Y
99 1 Z'
4 ft,80
In.
78'
16 WIDE
186•
99 1/2'
aft.
74 in.
09'
16 WIDE
180'
99 1
{ tt.
QD in.
71'
MAX. WALL NDONT CA
HOME 32E
mm• HONE SHE&
IIAX, STRAP ANGLE
ND. OF D[DOWMS
14 WIDE
IS-10'gel-0
2'-S
I 4Y
4
16 WIDE
13'-6
91-0'
2 -7'
45'
4
WIND I
ONE S D
MAX. WALL HDCR Y
SPRAP ANGLE NO. OF TIEDOWNS
HOME SIZE
MAX. HOME SCE
14 WIDE
13'-1D
-0
2-S
43'
4
16 WIDE
15-0'
Dr_Z-T
43'
3
NOTE
1. REFER TO PAGE 4.13 FOR ALL STRAPPING AND ANCHORING
REQUIREMENTS.
2. ROOF SLOPE NAY NOT EXCEED 20 DEGREES. MAX. EAVE IS W.
3. MAX. SIDEWALL HEIGHT IS 9'-D' UNLESS OTHERWISE NOTED. THIS
INCLUDES 0' FOR THE FLOOR AND 0' FOR THE TRUSS HEEL HEIGHT.
4. BOX WIDTHS LISTED ABOVE REPRESENTS MAX6tUM WIDTHS FOR EACH
HOME SCE.
+. BALL THE FIRST LATERAL TIE WITHIN 2' OF EACH DID OF THE
WZ 2 & 3 EXPOSURE D
SINOLEWIDE SIDEWALL
w.*=6n MSW DESTNYNDUSTRIE%=
MM 3/31/03
IM - I ADD #18.2
STRAP R COXNECTED
TO NEAREST I-OEAM
VERT.'
REQ'0.
WWD ZONE 2 WQZU E 0 TEDOMI SPACOO CHART
11DYE
SDI
BON
WIOIX
I-BEAW
SPACING
um TIEDORN
SPACING
WA2. FLOOR
NOEHT
Aim,
ANCGE
Se WMC
I 130'
I So 1/2'
1 4 R.
1 331..
Sr
32 MOE
I 17e
1 99 1/2-1
WIND ZONE 3 EXPOSURE 0 TODOWH SPACED C1WR
NOIE
WEE
B0E
MOM
I-BEAW
SPAOINO
WAx. TIE00WN
S►ACDO
TAIL ll DOR
XLNNTM
ANCHOR
ANOIE
29 WIDE
100'
1 99 1/Y
1 4 R.
u In.
49
32 WOE
170'
1 as 1/Y
1
31 in.
4T
�patp OARO '
'
,,1_2841
4
y iP
c
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0 MMN SPACN9 CHART
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MOM
I -SEW I
SPACMC
VAL TEOORN
SPA6W6
HAL FIAOR
POOHT
ANCHOR
ANIXE
24 RICE
I33'
90 1 '
0 R.
57 RI.
29•
24 MOE
fie•
09 I/Y
6 R.
so N.
38•
24 HIDE
14V
99 1 Y
6 R.
OS In.
w
24 WIDE
140'
99 I/2'
S fL
60 III.
ar
28 MOE
160'
99 I1r
9 No
64 In
29'
29 WIDE
ISO.
9R 1/27
3 0.
00 In..
34
32 WOE
178'
99 1/2'
9 11,
6o Io
29'
32 1091
17a'
99 1 '
S R.
EQ 91.
33'
WHO ZONE 3 ENP09URE 0 IImOMI SPACING CNAST
HONE
SIZE
90Z
WM
1-KAY
SPAC010
WAL TECOWN
SPACWO
um FLOOR
HOW
ANCHOR
ANGLE
24 wm
Ise'
99 1
11 R.
34 K
26'
24 MOE
136'
SO 1 '
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e0 91.
36'
24 WIDE
140'
99 1/27
6 IL
SS In.
ffi
24 MOE
140•
99 1/2-
4 R.
a0 91.
36'
29 MOE
160-
99 1
3 M
60 1.
29'
23 WOE
IM'
99 1/Y
4 R.
60 In.
37
32 MDE
170'
99 1/2'
S M
03 k
2W
32 MDE
176'
90 1/2•
4 R.
80 R
37
D N
NONE ROM
WAX HONE SRC
NAIL WALL HOCNFM-47
WOE. 577L1P NOLE
N0. Oi WEQOWiB
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-e
9-0
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23 -4
e
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26 -0
43'
7
32 WIDE
29 -8
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RE D
LON0=01HAL
IOWE SIZE
uL HONE SIZE
WAL MALL HDWR
MAX. STRAPlp AIOtE
N0. of nEDmM3
u WWE
-8
9-0'
3-9
49'
7
2A MDE
23-4
V-*
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IS
a
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9
♦-a
1 47
9
$2 WIDE
29-
9'
4-11
4e'
1 f0
K=*
APPROVED BY
1. REFER TO PACE 4.13 FOR ALL STRAPPINO AND AIOXOMO
REQUIREMENTS.
2. ROOT SLOPE uT NOT EXCEED 20 DECREES. MAX. EAVE IB Ir.
my3,2C
AMC.AN
3. WM SDEWALL HEICNT IS W-O' UNLESS 07 E MSE NOTED. THIS
INCLUDES 6' FOR THE FLOOR AND 6' FOR THE TRUSS HEEL HWHT.
4. COX MOTHS LISTEQ ABOVE REPRESENTS WAOWUW EMS FOR EACH
FMF=
MYYPAIT.mww
HOPE SIZE
S. INSTALL THE FIRST LATERAL TIE WITHIN 2' OF EACH END OF ME
malwP.Tnnsxu wnrxuwwma
HOME.
WZ 2 & 3 EXPOSURE D
MULTIWIDE SIDEWALL
W W. 14W OESTWy ROUSME6,
WR: 3/31/O5
W. - I ADD #18.4
a
V
ADO-16 (WICADOCUMOOM and SGMngs1MddAml SoUingsWOMPNOD-16.6.01J
APPROVm TM-DOMM
STRAP AND ANCHOR
(SEE NOTE 3)
TYPK7AL COLUMN
APPROYEO TIE-00011
(STRAP SEE NOµTEO 3A)MCIgR
i SN47E BRACKET 13 USES ANO COLWI I GRADE
0 ONLY ONE HALF. BRACKET MIRT K GM
THE SAME MW AS THE COLWK
SPAN FOR
L. • OR SNNMR COLUMN D
A D C D C
SPAN SPAN FOR
COL C COL L'
Halm
1. FUR GDIH ONES 2 t3iEX EXPOSURE
BIT E 0. ALL MARVACE
p WALL COMM LOCATIOKS
E INSTALL -
AWN OP COLUMN BRACKETS AND TIE-OOTINS ACCOW010 TO
THE TAKE ABOVE.
E BRACKETS
(�Em YRAC1[Ew 9�RATED iDO�RA 71a�� KG�RIGK
3. THE CAPACRT OF BOTH THE M-CM STRAP AND THE
CROUND ANCHOR MUST ER 3150 107. NORION6 LOAD (4726 LSL
ULTMATE),
~ /R�GI�Q3mRKI�R��OIWRfINSE0. COIDOeRIA�IOEEE116AOED AANCHOR W�Y 01 USM
3. ANG ATF NG SPLG3. 4. FOR STRAPPu10
APPROVED BY
my 03,2005
N rINC.
FEUTIIAL MAMUFACTUWD N1
COMSKDCOCR AKO SOFTY STANDARDS
ALL MULTI- E
M DI013
WIND ZONE
I or �yNET3
MAX. TABULAR SPAN (FT-)
ZONE Z
701
1
t'-11•
Z
t
2S'-B•
ZONE 3
RD
1
V-S"
1
a•-O•
t
la'-lo•
17S• VAX WM BOX 10D714
BRACKETS FOR MULTI -
WIDE SECTION HOMES
EXPOSURE D
MR. 1/23/0D' MSV3 DESTINYINDUSTRF9
wTe
mD Zralm ADD # 18.6
M1O �
/EIOI EA
AfNM D�
MAXIMUM HEIGHT OF SINGLE STACKED BLOCKS FOR PERIMETER
PIERS COLUMN SUPPORT PIERS IS 54•.
T MV SIRVALL VALL 4EL VIIN E tw T IYSI FGB
MiSI/6E VA
PIER BLOCKING FOR
FLAT OR CORNER
FIREPLACE
yaQ •• �wu soaAu vAu w
NOTES
46
L MAX. HEIGHT OF SINGLE STACKED BLOCKS FOR PERIMETER PIE AND MARRIAGE
WALL PEERS COLUMN SUPPORT PIERS IS 54'.
2.ANY HEIGHT GREATER THAN 54' WILL HAVE TO BE DOUBLE STACKED PIERS
ANY HEIGHT GREATER THAN 67• VILL HAVE TO BE DESIGN BY A REGISTER
ENGINEER OR REGISTER ARCHITECT.
&EACH PORCH POST VILL HAVE A PIER UNDER IT CENDVALL OR SIDEVALU.
4.ENDVALLS OPEINING DOESN'T REQUIRED A PIER. THEY ARE SUPPORT BY THE
'I -BEAM.
m
sac
APPROVED BY
Revised
006L
U 26
$2012
N RC.
fEgML tlMBAC11EF011014
(p�51g11LT011 d0 L[CII SfMDMN4
LABELING PIERS
PERIMETER AND MARRIAGE WALL
aRAw st DRT DESTINY LLC
oAm. 1/13/2012
Destiny
Industries, LLC F
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.
FEDERAL 10AI61FACNNEO NQaE
CDNSTMCF1014 AND SAFETY STANDARDS
I -ADD 19.00
"A Company Built oa a Rock Foundation"