HomeMy WebLinkAboutSET-UP MANUALAPPROVED BY
9 Feb: 16-,2009 41INIC.
FEDERALMMUFACrURED HOME
CONSTRUCrION AND SAFETY STANDARDS
287.5 FULFORD Ri0AI5
WAYCR0S,S,,.GE0R6IA,31S03'
(912)287-9015
DOUfiL,E PE ILTUZ
r 1, Ensure proper.location and site.prep for your new home. To help prevent settling or sagg'uig, .the. foundation
must be constructed on.firm, undisturbed soil or fill compacted to at least90. percent of Its maximum relative
density. All organic material such as grass, roots, twigs, and wood scraps mustbe removed in areas where
footings are to placed. After removal of organic. material, the home site must be graded or otherwise prepared
to ensure adequate drainage.
2. Use only licensed and experienced installers. Installers.are the person or entity.who is retained to* .engage or
who engages in,. the business of directing, supervising, controlling, or correcting the initial installation of a
- manufactured home.
3. Position the "heavy half" of your.home.(half with the kitchen) in the desired final location. Roughly level the
home using the hitch jack at the front of the unlL This is not the final level.
4. - Remove all shipping straps, screws, boards, plastic, etc.. (Leave temporary posts along maie-line until all roof
connections are complete.) Seal all shipping protection holes in -shingles by lifting each tab and sealing the
hole between the tow tabs with asphalt roofing cement. Moles In exterior siding can be sealed with exterior
'caulking.
5.. Starting with one side,: place the first jack just forward of the front sprint shackle under the main I-beam and
the second jack behind the last spring shackle.. (See typical jack diagram located. within this manual:)
NOTE: When jacking the home, never sit under the beam. Stay clear so in the event -of a fan, you will not be
pinned underneath.
6. ; Begin "rough level" by installing piers on this.side 2'- W from each end of home and 81= 0" o.c. thereafter. A
minimum clearance of 12 inches must be maintained between the lowest member of the main frame (I-beam
or Channel beam) and the grade under all areas of the home. (Pier spacing may decrease dependingupon soil
capacityand home size; see other detans within this manual.)
7. Next, "rough level" the opposite side using the sequence described above placingpiers directly across from
those placed on the other side.
8.. Complete the final leveling by jacking, installing additional pier material, shims, and/orwedges as needed
The manufactured home.must be adequately level priorto completion.of the installation, so that the home's
performance will not lie adversely affected. The home will be considered adequately leveled 1f there is no
more than'/4" difference between adjacent pier supports (frame or perimeter) and the exterior doors and win
down'of the home do not bind and can be properly operated.
9. Repeat step ,#4above on the "light half" of the home. Inspect to ensure all obstructions -have been removed
that would prevent a tight fit within 1-1/2".
10. Prior to setting both halves together, check and make sure that the marriage line gasket Is undamaged and that
it is installed around the entire perimeter of the floor, walls, and roof without any voids:
11. With the toter, place the "liighthalf" of the home as close as possible to the:heavy half. Place the tires and hitch.
jack on rollers, skids, or some.other approved:lateral positioning device.
12. • Using cable jacks, move the "light -half" against the "heavy half". Insert electrical connection cables and
plumbing lines In race ways -or boxes as necessary Do not use hydraulic jacks angled under the 1-beam to
move the home laterally .When the homes are1ogether; "alignthe floors end to end 'as well. .
APPROVED BY
•Feb 16,2009
N H
INce
FEDERAL MANUFACTURED HONE . CONSTRUCTION AND SAFETY STANDARDS SU DW_n.
LIMOAK HOMES
.13.: "Rough Level", install pier material, and final level the "11g1it half" in the saw manner as steps .
#S - #8 above on. the "heavy half'..
14. Additional piers maybe needed at other locations. {Exterior doors, sliding glass doors, .
shearwalls, bay windows, support cohi,mus,.etc.) All mate -line piers will be marked by "Support
Required Here" identification. Additional piers are also recommended,' at the. nearest floor,
framing, under very heavy furniture. Any perimeter piers restricted by masonry under skirting
or other obstructions, maybe relocated to the nearest available floor framing member. EX: Pier
maybe _recessed slightly backwards so that the pier rests beneath a joist. Pier label must be visible
after`installad is complete.
15. Once one end of the floor is flush, level and connect the entire floor from one end to another. Always
make sure. someone is inside to ensure the floors are even. on top.. (See other details)
16. If the floois are' fth'at both ends, but the topof the "heavy half' is sticking out past the top of the.
"light half' and the'rear ends are the.opposite, the ceiling strips will not line up'. This must be corrected
before the top is bolted together. To eliminate this. problem; put one jack under the outside corner of the
half stick Wg.out. Place -the otherjack under the outside corner of the other half. Jack both corners at the
same time. until the roof and ceilings lineup. This is known ,as "racking". When both are flush, check
inside wall alignment, ceiling digotnent, and make allroof connections before removing the jacks.
,(See options within:this manual) Temporary shipping posts:can now be removed from mate -line.,
17. h.istall: three 30-gauge straps, on the outside of each endwall, with the'fasteners provided. The.three
stmps'shduld.be equally proportioned from the bottom of the wall to.the top. Install all sheaiwall straps
on roof. (See other details)
18: Anchoring and tiedown requirements:and installation vary depending.upon sizebf the unit,.location, and
local jurisdiction. (See other details in this manual} Alternative anchoring systems may be used
provided they have approved engineering data, are accepted by local authority, and are installed_ .
per anchormanufacturer's instructions.
19. Install all f nish exterior roofing material. (Shingle ridge and/or metal ridge per other details). Install all
siding and trim on endwalls. Complete.all cave/facia trim and touch-up as needed. Eave trim may be.
shipped loose or installedwith an overlap to "slip" during trim out: U the•endwalls: are not completely
flush at the mate -line, shim siding as needed with an exterior grade wood prodnet.
20. Install heat duct crossover or overhead system supply and return to each drop out on each half with tie -
straps and/or approved mechanical: fasteners: Wrap/cover. all seems. and joints with duct tape to reduce
leakage. Strap and support duct 4' o.c. in such away to keep it off of the ground. Wrap/coverall
exposed metal with fiberglass insulation to reduce .heat loss. XXXX3l7(3i X
21. Remove all roof jack caps.and covers. Install all lose roof jacks• and chimneys and seal all connections.
(See. other details) Inspect the. fireplace and/or furnace for physical damage, befoie using. All chimney
material and accessories must lie.installed-before turning on the fuel and.lighting pilot lights of gas or oil
fiunaces.CAUTION: DONOTUSEgas�or.oil .
furnaces beforethevhive beenms ands APPROVED BY
petted'
leakagetest nerfo�eed by cie ' d professionals:
theT pressuring the system can result ifi damage.
Feb 16. -2009
FEDERAL MMU.FACNRED N01AE
cobs Uc11oN Am SAFETY STANDARDS.
SU DW=3 .
22. If the home is equipped with a crossover gas line, . locate the "quick disconnect" and connect where
applicable: This should be located below the floor along the mate line where the two gas lines meet.
Caution: DO NOT use tools to separate the "quick disconneer. Gas appliances are designedfor
Uquefied Petrojeum Gas or Natural Gas, and must be. equipped with the correct orifice. Cautioni
Orifice must be checked or changed by a qualified and experienced professional.
23. The gas system of this home (if applicable to this house) has been tested. for leaks before it left the -factory.
However, prior to the connection of the gas supply, another pressure test is required by, HUD. Please see the
Appropriate testing method in this manual: Once the gas system passes the test, make sureall appliances are
tumed off, and all unused: outlets are capped before turning. on gas. Once these steps are complete you may
light pilot lights of each. appliance' following the HUD standard located in this manual.
24. Perform the HUD mandated -drain line test and supply line testaocated in this manual be.fore-turning on the
water.
25. This home has been wired,according to HUD specifications and the applicable version of the NEC in.force at
the time -of construction. Caution: Electricity is.potentially the single most dangerous aspect of any home.
Always .take extra precaution with arty problems and use a bonded and.certified electrician (with the proper
tools and test equipment) for all jobs. For proper feeder, conduit, and junction box,sizes (to be used im the
mainpanel).
APPROVEb BY�
Feb 16,2009
. -W a.
ACfURED HOME
AND SAFETY STANDARDS
SUDW-4.1
LIVE OAK HOMES
Refer to local codes,: the NEE,:or other sections of this setup manual.
27. Connect all c7rossovervand other ground connections. Never cut or remove any -clamp connections.
Inspect all visible. circuits thoroughly to ensure no damage has occurred during transit. -Locate mate -line
crossovers under the floor and make all connections inside a junction box or other approved listed
device. Never connect wiures outside of a junction box orwithout a device listed for this purpose.
28: Each circuit is marked on each half with lts corresponding circuit on the other half Be sure you do not
cross_ circuits. Crossing circuits may result in.an overload or. incorrect amperage protection, "
Conductors are also color -coded and must be connected. with the- corresponding color. Connect
bare/green conductors "with bare%green"conductors. White conductors with white conductors. -Black
with black. And red with red. Always use a listed connector and install junction box cover_ when
complete. Install any lights, globes, or other fixtures that may have been shipped loose. Alter all
connections are complete, power may be turned. 6n to the home. Only after the water beater has been
Mod, power can be turned on to the water heater. Inspect all fixtures possible.
29. Before installing exterior trim, make sure all floor/wall/roof connections are complete and.flush. Check -
to see that all ceiling panels, interior walls, and mate -line door openings align (when applicable). Install
any required wall panels or doors. Cut to length and install ceiling beam and Win/crown fastening
approximately 16" .o.c. Check wall joints, shim as necessary, and trim.with battens. Complete carpet or
linoleum and trim along mate=line and in door openings.
30. Adjust all interior and exterior doors. Touch-up ceiling and trim as needed.
3l. NOTE: For clothes dryer installation requirements; see other drawings.
32. Patch py:holes in bottom board using approved tape, bottom board overlay with an approved exterior
adhesive: and/or staples, or 3/8" exteriorg+rade (or painted) sheathing material fastened to framing with
wood screws.
33. Minor settlement of the home may occur. A recheck of level and foundation supports is required and
should be made 30-60 days after initial set-up. Check and retighten de -down -straps after the re -level
is complete and periodically due to the settlement.
34. NOTE: Live OakHomes, accepts,moliability for alternative anchoring system failures due to
poor performance or improper installatiioa
35. ATTENTION: Failure to follow these instructions may void factory warranty. .
APPROVED .SY
i Feb.16.,2009
Il..,
,ME
STANDARDS
SUDW-5.1
TEMPORARY STORAGE
SUPPORTING A HOME FOR DISPLAY
When a new or used manufactured home is to be displayed at a' -retail location, temporarily block
and support the home. Set up 'single section homes with single block .piers, metal piers, or'jack
stands spaced no further apart.than 12 feet o.c. beneath each 1=bearn. The Ere and axle system. may
be used as one of, these required supports, and the hitch jack may be used as another. Locate the first
support no further than two feet from the. rear end of. the home (FIgure .l). Place additiorial .supports
along' the: perimeter_ on either side 'of openings greater- than.4 feet (i.e. sliding glass .doors; bay win-
dows; etc.) For.18' wide homes; perimeter supports. must also be". spaced no further than 12 feet o.c.
Wli eftm 6rdoAq.
For all homes, place footings :Below each support. Footings may be placed directly on the surface
grade without .excavation and may be ABS pads, 2" x 10" x 16" inch long pressure treated
lumber, or 16" x 16" x 4" thick concrete pads.
SUPPORTING A HOME FOR. STORAGE
To prevent damage to homes being stored but not on.display (i.e. people: shall not be permitted
inside of the home) for a period exceeding 30 days, locate, supports below each 1-beam no further
than 2 feet from each end of .the home and at the approximate .center of the homes length. For 18'
wide homes; perimeter supports must also be spaced nofurther than 12' o.c.
Whether the homels being supported. -for display or storage,:the height of.the home should be no
higher than 48 inches as measured from. the top. of the ground. -to .the bottom of the I-beam. In
addition, it is extremely important that the roof/ridge vents are installed while the home is on display.
Failure to install the :roof/ridge vents may lead to significant damage to theroof: and home.
APPROVED BY
Fab1-6,2009
INC
FEDERAL MANUFACTURED HOME:
CONSTRUCTION AND SAFETY STANDARDS
SUDW=5A
A1ternnte jjup ft on SvstemM
Before an Installer provides support or anchorage that are different than those methods' specified in. the
manufacturer's installation instructions, or when the installer encounters site or other conditions ( such as areas
fttaie subject to flood damages orhl�h selsml'c risk) that prevent the use of the iristruetions, the installer must:
(0, • First attempt to obtain DAPIA-approved designs and lnstructions-prepared by the manufacturer;.
(9) If designs and instructions are not avallable.from the manufacturer, obtain an altemate design prepared
and' CO.A6ed by a,registered. professional: engineer or registered architect for the support and anchorage
of .the manufactured'' home. thatis consistent with' the a;'nufarctured home design, conforms to there
quirements of the MHCM, and has'be'en approved by the manufacturer and DAPIA
Pre -installation Considerations
Fire Separation:. Fire separation distances. must be In accordance with requirements of Chapter 6 of NFPA 501A,
2003 edidoih• (Incorporated by reference, see 3285.4)*or the requirement of the local authority having jurisdiction
Flood Hazard Areas. In Flood Hazard Areas; the anchorage system Is to be designed by a professional registered
engineer or architect.
Prior to the Initial installation of a new manufactured home, the installer l 'responsible for detemnining whether the
manufactured home site lies wholly or partly within a special flood hazard area as shown on the local authority
having jurisdiction's flood Insurance rate map, flood boundary, and floodway map, or if no local authority having
Jurisdiction, in accordance with NFIP regulations, If so located, and before an-installatlon method is agreed upon,
the map and supporting studies adopted -by the.local.authority having jurisdiction must be used to determine the
flood hazard zone and base flood elevation -at the site.
Manufactured homes located wholly or partly within special flood hazard areas must be installed on foundations
engineered to incorporatemethods. and practices that minimize -flood damage during the base.flood,.in accpr-
dance with local authority having jurisdiction. Appliances installed on the manufactured homeslte,in flood hazard
areas must be located at or above the same elevation as the' lowest eievation.of the lowest floor of the home.
Appliance air inlets and exhausts in flood hazard areas must be located a. •t or above the same elevation of the lowest
floor of the home. The'staridardd ive Oak Homes foundations specification are not designed to address flood loads.
Site Preparation. To help prevent settling or sagging, the foundation must be constructed on firm, undisturbed soil
or fill_ compacted to 'at least 90 percent of it's maximum relative density. All organic material such as grass, roots,
twigs, and `wood scraps must be removed in areas where footings are to be placed. After removal of organic
material; the home site must be graded or otherwise prepared to ensure adequate drainage.
Severe Wind Zone. When any part of a home.is installed within 1,500 feet of a coastline in Wind Zones Ii or III, the
manufactured home must be designed for the increased requirements, as specified on the home's data plate in
acceptance with acceptable engineering practice. Where site or other conditions .prohibit .the use of the
manufacturer's instrucdons,'a registered professional engineer or registered architect; in accordance with accept-
able engineering:practice; must design anchorage -for the,specia►wind conditions.
APPROVED BY
Feb -16,2009
NMII INC
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
SUM-SB
LIVE- OAK HOMES
INTRODUCTION'.
These instructions have been prepared to assist in the setup and corn, pletion of double
wide manufactured homes produced by-LiveOak Homes. F61lowtheinstructions carefull,
STUDYtheillustratio yand
ns ref6ienced. These instructions and illustrations are separated by par-
ficular'sukjpcti for convenient reference while setting. up your home.
Some items of importance, including safety.9nd perf6rmance are preceded by the word
"CAUTION'. Parficula'rattention should bepaid -tothese instructions.
CAUTION: All utilit'connections
VghAllbe.madeby authorized 6 rided' e Personnel who
aMa4amillar with the requirements in your local area.
NOTE: All Live Oak- Homes are built Ina level position. Without first* leveling or rdlev I eling
the home, do.'not attempt to, adjust; .(1windows; ),Interior or Ekt6rlor Doo-rs,.(2)Wlnd "(3)
drainlines, (4) walls br.cabinets; that. appear to be out of level..
If the home is not level, do hot,
1 .0 n adjust items 14.
NOTE: Double Wide Homes
Shall have support.bl' side -of '11:ejctedordoo'rs,.*aiteach:side 6f
ocking installed. at a
glass sliding: door, and at each side of 'French doors.
. APPROVED BY
.ION7 .1 1. db 16,2009
INC-
,
FEDERAL MANLIFACFURED HOME
CONSMUCH0111 AND SAFETY STANDARDS
S:U[)W-6
LIVE OAK HOMES
IMPORTANT SET UP INSTRUCTIONS
The proper setup of your new Mobile Home is of the utmost importance and must be performed by an
experienced setup man.Your dealercan assistyou inlocating experienced personnel and theirservIces should be
used. The following instructions give the vital information to provide the required stabilityfor your Mobile "orne and
must be followed regardless of who does the work. Failure to follow these instructions could result in serious
service problems, which would not be the responsibility of the manufacturer.
Foundation systems• that are not pier and footing type configurations may be. used when verified by
engineering data and designed in accordance with 3285.301(d), consistent with design loads of the MHCSS. Pier
and footing specifications that are different than those .provided in this subpart, such as block size, metal piers,
section width,. loads, and spacing, maybe used when verified by engineeringdata that comply with 3285 301(c) and
(d) and.are capable.of resisting all:design loads of,the MHCSS. In addition1ive .Oak Homes approves the use of
masonry piers andanchors on it houses as' long as the system being used is certified bya registered professional
engineer, and is installed according to the approved design
PIERS
Piers are not required atopening s in the mating wall that are less than:48 inches in width f%ce piers on both sides
of the mating wall openings that are 48 inches or greater in width. For roof loads-of:40 psf or greater,,a professional
engineer orregistered architect must deternrine the maximum mating wall opening pemutted without pier or other
supports.
Mate -line column support piers are to be installed with the long dimension of the -concrete block perpendicular to
the rim joists.
Piers should be.placed.on each side of sidewall exterior doors, patio -doors, and sliding_glass doors; -under porch
posts,. factory installed fireplaces, and fireplace stoves; under jamb studs atrhultiple window openings; and at any
other sidewall openings 48 inches or greater in width. For roof loads of 40 psf or.greater, a professional registered
engineer or. registered architect must determine the maximum sidewall opening pemTitted without.perimeter
supports.
SPECIAL SNOW LOAD CONDMONS
.(a) Foundations for homes designed for and.located in areas with roof live loads of 40.psf must be designed by the
manufacturer for the special snow load conditions, in accordance with acceptable engineering practice. Where
site or other conditions prohibit the use of the manufacturer's instructions; a registered professional engineer or
registered architect must design the foundation for the special snow load conditions.
APPROVED BY
Feb 16,2009
:INS.
FEDERAUMANUFACfURED HOME
CONSTRUCTION ANO SAFETY. STANDARDS
SUDW 7.2
SITE DRAINAGE
Purpose: Drainage -must be provided to direct surface water away from -the 'home to protect against erosion of
foundation supports and to prevent water build up under the home. The home site must be graded as shown
below,
All drainage must be diverted away.from the.home and must slope a minimum ofone-half inch per foot away from
the foundation for the first ten.feet Where property lines, walls,. slopes, or other physical.condidons prohibit this
slope, the site must be provided with drains or.swales orotherwise graded to drain water away from the structure.
Lave Oak Homes has. not considered Butters and down spouts in the design of our homes.
DO crown_and.grade site to
slope away from the home.
DO NOT.grade site or, set. home so
that water collects beneath the home.
10 MIN. I 10 MIN. 1
i
MIN SLOPE 112' PER V-0' r MIN SLOPE 1/2' PER V-0.'
Naturol drainage should be
diverted around the home.
Home sites must be prepared so that.there will be no depression in which surface -water may accumulate beneath
the home. The areaof the site covered bythe. manufactured home must be graded, sloped; or designed to provide
drainage from beneath the home or to the property line.
Ground Moisture Control. if the space under the home is to be enclosed with skirting or other materials, a vapor
retarder must be installed to cover the ground under the home, unless the home is installed in an acid region with
dry soil conditions. A minimum ofsix mil polyethylene sheeting or -its equivalent must be used.'
Proper Installation. The entire area under the home must be covered with the vapor retarder. Joints in the vapor
retarder must overlap a minimum of 12". The: vapor retarder may be placed directly beneath footings, or otherwise
installed around or. over footings placed at grade, anal around anchors or other obstructions.. Any voids or tears. in
the vapor retarder must be repaired. To repair these voids or tears, use a vinyl tape specifically design to repair tears
or holes.
LIVE OAK HOMES
APPROVED.BY
ON 14:
Feb '16,2009
INS.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
SU DW-8.1.
® PERHCIETER SUPPORT jlF USED)
PRAMESUPPOW
-TYPICALPIER BLOCKING
TW:DDUMENMSEW
SUDW 9
LE TM PARTYSt-1AP
APPROVED BY
.N PIN16..
FECEMMAMOAMMUM
_ APPROVED BY
N RN
27,2011
ieu�u ,wmc�srunso noa�'
• consrxuc,wnanoan�ensra,wuroA
William J,. Ka7 ker, . Jr.., P; 9.
Consulting -Engineer
88 Rookwood' Lane
Monroe, Connecticut 06468
208/281-1167
Apr 20,'2009
Mr. Wayne Gilmore
Live Oak Homes
2876.Fulford Road
Wayaross, GA subs
BUD: Footing Depth selow Grade
Rear Wayne;
In accordance.with your request.I am summarizing standard
construction practice regarding the placement of footings
below grade in foundation construction.
A Common building code statement is that -the footings must
be .located. below .frost depth. and 'also. at leaot..1V below,
grade. This common 'specifieation is intended to insure
due to:.ground:fraezing d thatPootings do not heave
footings are placed below the surface top soil which
may. be unstable or. compressible.'
.Footings should always be.located.below frost depth
unless it is known the soil. at the site is of a type
that prevents ground heave (i.e., excellent drainage with-
out capillary action) or the soil is sufficiently heated
to prevent freezing. In-Georgia'ths frost depth is..
typically not very deep and only extends several: inches
into the ground (consult the. local .bulIding. official
for the depth required at the foundation. site).
The 12" dimension below,grads is ,intended ,to insure the
footing. is placed on stable soil 'without. excessive,
_settlements (i.e., insures footings are: located below
organic matter)'.. This dimension may be reduced. if the ..
local site conditions provide a. -stable soil at shallower
J depths or the footings aYs'plscsd on properly compacted
soil or stable rock.
Since it is impossible to know the:si•te:conditions when
the SstawUp.Manuals: are approved the standard code require-
ments are often quoted.in_the set -Up Manuals.. However,
these requirements•may be modified based on the•know
ledge of the site conditions As indicated above,
Note, local and/or state installation regulations will
supersede the"specifications.in the Set-Up.ManuaT.'.The
local building official should be consulted regarding
the requirements in.his area and the'acceptabi.lity of
any changes regarding the installation requirements
specified in the Set -.Up Manual.
very truly -yours,
William'J. lker, -Jr.., P.E.
SUDW 9:1
Foo— T,�s
(a) Materials approved for footings must provide equal -load bearing capacity and resistaftce to decay; as required by
this section. Footings must be placed on nrm undisturbed -soil, or till compacted to 90% of maximum relative density.
A footing must support every. pier, Footings are, to, be either:
U) Concrete
(1).Four inch nominal pre -cast concrete pads meeting or exceeding, with at least a 28 day compressive
strength of .1200lbs per square inch withour reinforcement.
01) Six inch minlmumpoured ln�place.concrete pads, slabs, or.ribbons with at least a 28 day compressive
strength of 3000ibs per square Inch :(psI); SIte specific soil conditions or design load. requirements may also
require the,use of re -enforcing: steel In cast-ln�place concrete footings.
(2) Pressure .Treated Wood
(i) Pressure treated wood footings must consist of a minimum of two layers of nominal 24nch thick
pressure treated wood, a single layer of nominal % inch thick, -pressure treated plywood with a maximum
.size- of 16 inches by. 16 inches, :or. at' least. two layers of.V4 inch thick,.pressure treated plywood- for sizes
greater.than 16 inches by 16'inches. .PI*Ood used for this purpose- Is to be rated exposure .I or exterior
sheathing.
(11) Pressure treated lumber- is to be treated with 'a water -home adhesive in accordance with AWPA
standard U1-40.
.(III) Cut ends of pressure treated lumber must be field=treated in accordance with AWPA standard M4-02.
(3) ABS footing pads
(1) ABS footing pads.are permitted provided they are installed in accordance with the pad manufacturer's
Installation instructions and certified for:use In the soil classification at the site.
(11) ABS footing pads mus(be listed or labeled forthe required load capacity.
(4) Other Materials
(i)-Pootings may be. of other materials.than those identified in this section, provided they are listed for such
use and meet all other applicable requirements of this section.
(b) Placement -in freezing climates. Footings placed in. freezing climates .must.be designed using methods and
practices that prevent the effects of frost heave by one of the following methods:
(1) Conventional Footings.
Conventional footings must be placed below the frost line depth -for the site unless an insulated foundation
or monolithic'slab is used. When the frost line depth is not available from the local authority having
jurisdiction, a .registered .professional -.engineer, registered architect, or registered: geologist must be
consulted to dete'0nine the,required frost line depth for the manufactured home site.
(2) Monolithic slab systems
A monolithic slab is permitted above the frost line when all relevant'site specific conditions, including soil
characteristics, site preparation, Vdfidlation, and insWative • properties - of the under :floor enclosure, are
considered and anchorage requirements are accommodated. The monolithic slab must be designed by a
registered professional engineer orregistered architect.
(3) Insulated Foundations
An Insulated foundation is permitted . above the frost line; when all. relevant site :specific conditions,
including soil' characteristics; site preparation, ventilation, and insulative. properties of the under floor
enclosure, are considered, and the foundation is designed by a registered professional engineer or
registered architect: .
(I) in accordance with acceptable engineering practice tIo prevent the effects of frost heave;. or
(ii)zin.accordance with 3285.4. .
(c) Sizing of footings. The sizing and layout of footings depends on the load hearing capacityof the soil
the piers. , footings; and
All necessary loads; pad sizes, and pier constructions can'be found in this manual; unless there are.speclal site.
conditions such as flood hazard areas, seismic areas, and etc.
AIPPROVEI) •BY
Feb 16,2009
INS.
FEDERAL MA NUFACfURED HONE . .
COHSTRUCTIOH AND SAFETY STANDARDS
SUDW=9A
SOIL CLASSIFICATION AND BEARING CAPACITY
The soil. classificadon and bearing capacity of the soil must be determined before•the foundation is constructed and
anchored The soil. classification and.bearing capacity must be deterined by.one or more of the following meth-
ods, unless the soil bearing.capacity is established as permitted in paragraph (f) of thissection:
(a) Soil Tests. Soil tests.that are In accordance with generally accepted-engineeringpracdce;.or
(b) Soit records. Soil records of the applicable.local authority having jurisdiction; or
(c) Soil Classifications and Bearing Capacides, If the:soil class orbea ft capacitycannot:be determined by
test or soil records;but its type can be identified; the soil classification, allowable pressures,- and torque
values shown in Table 3285.202 maybe used.
(d) A pocket penetrometer, or
(e) in lieu of determining the soil bearing capacity byuse of the methods shown In the table; an allowable
pressure of 1;500 psf may be used, uniess•the sitespeelfic information requires the, use of•lowervalues
based on soil classification and type.
(t) if the soil appears to be composed of peat, organic clays; or un-compacted fill, or. appears to have
unusual conditions, a registered professional geologist, registered professional -engineer, or registered
architect must.determine the soil classification and maximum allowable soil bearing capacity.
TABLE 3285.202
SOILCLASSIFICATION
ALLOWABLE SOIL,
BLOWCOUNT
•.TORC(UEPORBEVALUE
CLASSIFICATION
ASTMD2487-COOR
D2488-00 '
NUMBER
.
(INCORPORATEDBY.
SOILDESCRIPTICN
BEARINGPRESSURE
ASTMD
QNCHPOUNDS)
REFERENCE, SEE 3285,4)
1
ROCKORHARDPAN
400DF
GW,GP,SW.SP
SANDY GRAVELANDGRAVEL;VERY THAN DENSE
M,SM
ANDIORCEMENiEDSANDS, COURDE,GRAVEL/
2000
40r
MORETHAN550
COBBLES; PRELOADED SILTS; CLAYSAND CORAL
SAND; SILTY SAND; CLAYEY SAND, SILTYGRAVEL;
3
GC, SC, MI,CL
MEDIUM DENSECOURSESANDS, SANDYGRAVEL;
1500
2439
$51.550
ANDVERYSTIFF.SILT, SANDCLAYS
4A
CG;MH2
LOOSEMMEDIUMDENSESANDS;FlRMTO
1000
18-23
276,W
STIFF CLAYS AND SILTS;ALLUVIAL FILLS
46
CH, W.-
LOOSESANDS;FIRM CLAYS;ALLUVIALFILLS
1000 '
1217
"175215
5.
04OR" PT
UNCOMPACTEDFILL; PEAT;ORGANICCLAYS.
REFERM32B5.202(e)
041 • ..
LESS THAN175
Notes:
1) The values provided in this table have not been adjusted for overburden pressure, embedment depth, watertable
height, or settlement.
2) For soils classified as CH or MH, without either torque probevalues'or blow -count test results, selected anchors
must be rated for a-413. Boll.
3) The torque test,probe.is.a device for measu
ring the _torque value of soils to assist in evaluating the holding capacity
of the soil fin which the ground anchor is placed: The.shaft.must be suitable length for the full depth of the. ground
anchor.
4) The torque value -is a measure of the load resistance provided by the soil when subject to the turningnor twisting
force of the probe.
APPROVED BY
N.1
FRReb''' 1-6.;200.9 '
ITV.
FEDERAL: MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
SUDW-9B
�44<
156".1NIDE FLOORr 11�11' :�:0" A .O�IE f •
WM SEW PIER `LO
. APO MMOLAREAS
9WOF
PACING
PIER ' F
:LOAD.. ,1
13:).b0484.
7. 5`
WeLb : -1012 A
At�EA S@: iN.
402
34 IR
58.9:
FOR�SOIL QED
s.
3 4.
...�I4 .. .•,
6 ".
6 F .'
:T F7:. , . , ... •..
6.�:
10:FI:
o
p ! ® E
!
�D '11 s 6.1�I'l l'-Ad���O/:•1�
�'�°Y ie��
���l�s�_L,,.g
r
"iVl i�•-� 41 I i�
x.i R,t!",C�
NlEm lw�
mu. m
:T.1
moan
MEEM NKEMNKM
NOTE: CHECK LOCAL BUILDING CODES FOR THE FOOTING.THICIWESS REQUIRED IN YOUR AREA.
NOTE TABLESAPPLYTO:SOUTH (20 PSF) ROOF LIVE LOAD
APPROVED'BY
Feb 16,2009
REF. CALC #2-JUNE 25 2008 FEDERAL MANUFAcrURED HOME
REF.:CALC #1-7126I07 CONSTRUCTION AND SAFETY STANDARDS
S.0 DW-10.1
Li v6 PAK lkpme
le
..MARRIAGE WALL PIER AND FOOTIM LOADS.
sumognme
opmlmasms asoUTH (20
PSF) ROOF LIVE LOAD
Opow ro VWDTH -
CLEAR 8 P
( CLEARS
BUILDING.SME
O=U
PIMR
ML
D..
1, 50011W
MW
6r
'4
.
112
83
1I
5F
_74
1 4044
.1174
1
2
s00o
I S Fr.
ISM M.,
112-
93
10 Fr.
Irs
2 Fr.
2340 Lbs.—
.159
14 W - I - " " - -
"w"'
I-., .1015
- *
16
3120
352"' 11,
2=59:"
200
go
393
289.
220
19.0
673'
W
.3191
FT.'. -
77"M
7w
4"
348
276.
FT.'4680
797
513
26M
5070lbs.
653
408322
207
'SM LbS.
922
593
437
34B
286
30 FT.
SM Lbs.
467.
ro:
073
.490
393
.326
..... - - - - - -
.713,
36 FT...
1: - 7M
1 1172.. -
.754
.4.40
304
7410.
23.4
. . . . . . . .11296..1`
.834 A-
- 614,
_48.7_1403.
NOTE: PIER*LOADS-SPECIRED ABOVE ARE. FOR COLLMNS WITH 4 $PM.ON:ONE .SIDE OF
THE COLUMNON.L.Y. WHEN-C4EARAPANP MW ON BOTH SIDES OF THE COWRkN.'Ali E j. -, .11) TH.
COLUMN LOADSFOR'MCMASPAN TOGETHER BEFORE sELwnNr. THE PROPER FOOTING SW
NOTE.- CHECK-LOCALBUILDING CODES POR THE FOOTING THICKNESS REQUIRED -IN YOUR AREA.;
NOTE. TABLE APPLIES To.SOUTH i 20 PS F) ROOF LIVE LOAD
Iff
A
V
4�
N_ VA
REF. CALC#2- JUNE 25 2008
REF. CALC#1-7/26/07
APPKOVEb.BY
Feb 16,200-9
INC.
ED HOME. - -SUDW-11.1
ffW STANDARDS
APPROVED BY
oor
N .1 A'111N
ebr16;2009
1,.r.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
io P,
SUDW-11A
REF. CALC 0 1-7/26/07
�4
nDm- TA13LES APPLY To gourH tm Pm -RooF uvr: LoAjD.
SUDW-1 1 B
REF. MP. #1-7=107
APPROVED BY
INFeb -16,2009.
AINC.
FEDERAL:mmumcrop m) HOME
CONSTRUCTION AND SAFETY STANDARDS
LESS THAN
36" IN HEIGHT
�_ 9=
-�x'
BETWEEN
36" AND 7V
IN HEIGHT
EXTERIOR WALL OPENING, SHEARWALL STUD, OR COLUMN
SUPPORT POST.
FILL GAP BETWEEN PIER CAP AND THE FLOOR WITH A WOOD PLATE AND/OR SHIMS WITH AN
/-OVERALL THICKNESS NOT TO EXCEED Z. SHIMS SHALL BE AT LEAST 4". WIDE X 6" LONG AND
MUST BE.INSTALLED IN PAIRS. SHIMS -MUST BE FITTED AND DRIVEN TIGHT BETWEEN THE WOOD
PLATE OR PIER AND THE FLOOR SYSTEM WITH THE THICKNESS. OF THE SHIMS NOT TO EXCEED 1"
--PIER CAP: ONE OR TWO THICKNESSES OF (2X8) X 16" SYP 92 P.T. LUMBER SUPPORTED BY
A SOLID CONCRETE BLOCK OR 4" X 8" X 16" SOLID CONCRETE CAP BLOCK BELOW.
.- SINGLE BLOCK PIER WITH 8" X 8" X 16" OPEN OR CLOSED CELL CONCRETE BLOCKS
(OPEN CELLS TO BE PLACED VERTICALLY ON THE FOOTING) INSTALLED WITH THE
1W DIMENSION PARALLEL TO THE EDGE:JOIST AND CAPPED AS:SPECIFIED ABOVE
�- FOOTING -16" X 16"'X emNIMUM BOLID.CONCRETE OR OTHER.PRODUCT APPROVED
FOR THE PURPOSE. (SEE TABLE FOR LOAD CAPACITY AND REQUIRED SIZES)
-- HORIZONTAL GRADE
EXTERIOR WALL OPENING, SHEARWALL STUD, OR COLUMN SUPPORT POST.
FILL GAP BETWEEN PIER CAP AND THE FLOOR WITH A.WOOD PLATE AN. SHIMS WITH.AN
OVERALL THICKNESS NOT TO EXCEED 2". SHIMS SHALL BE AT LEAST 4" WIDE X 6" LONG AND
MUST BE INSTALLED IN PAIRS, SHIMS MUST BE FITTED AND DRIVEN TIGHT BETWEEN THE WOOD
PLATE OR PIER AND THE FLOOR SYSTEM WITH THE THICKNESS OF THE SHIMS NOT TO EXCEED 1"
PIER CAP: ONE OR TWO THICKNESSES OF DOUBLE (2X8) X.16. SYP #2 P;T. LUMBER
SUPPORTED BY SOLID CONCRETE BLOCKS,.A 4" X 16" X.16" SOLID CONCRETE CAP
BLOCK OR DOUBLE 4" X 8" X 16"SOLID CONCRETE CAP BLOCKS BELOW.
DOUBLE BLOCK PIER WITH 8".X 8" X 16" OPEN OR CLOSED CELL CONCRETE
BLOCKS (OPEN CELLS TO BE PLACED VERTICALLY ON THE FOOTING)
INTERLOCKED AS SHOWN AND CAPPED AS SPECIFIED ABOVE.
FOOTING =16" X 16" X 4" MINIMUM SOLID CONCRETE OR•OTHER PRODUCT APPROVED
FOR THE PURPOSE. (SEE TABLE FOR LOAD CAPACITY AND REQUIREDSIZES)
— HORIZONTAL GRADE
NOTE: FOOTINGS TO BE PLACED.ON.FIRM UNDISTURBED
.STABLE SOIL WITH ALL ORGANIC MATERIAL REMOVED, .
WITH THE BOTTOM OF THE FOOTING LOCATED BOTH .
A MINIMUM OF 12 INCHES BELOW GRADE AND BELOW
THE.FROST DEPTH IN THE AREA THE BUILDING IS
LOCATED.
REV 8-10.09
LIVE OAK HOMES NTS
SETUP MANUAL.
PIER BLOCKING DETAIL
a J. �
No OD33B41 \
.o STATE OF
SUDW-12:ml"
APPROVED BY
`NsPRevised
iAnug1r2,2009
Yam/.
FEDERAL MANUFACTURED HOME
COxSTRUCIIOx AND SIIFETYSTANDARDS
FLOOR SYSTEM
FILL: GAP BETWEEN PIER CAP AND THE STEEL BEAM WITH A WOOD PLATE AND/OR SHIMS WITH AN
OVERALL THICKNESS NOT TO EXCEED 2". SHIMS SHALL BEAT LEAST 4" WIDE, X 6" LONG AND MUST
BE INSTALLED IN PAIRS, SHIMS MUST BE FITTED AND DRIVEN TIGHT BETWEEN THE WOOD PLATE OR
PIER AND THE I -BEAM WITH THE THICKNESS OF THE SHIMS NOT TO EXCEED 1".
PIER CAP:. ONE OR TWO THICKNESSES OF.(2X8) X .16".SYP #2 !P.T. LUMBER SUPPORTED BY
A SOLID CONCRETE BLOCK OR 4" X 8" X 16" SOLID CONCRETE CAP BLOCK BELOW.
I -BEAM
SINGLE BLOCK PIER WITH 8". X 8" "X.16" OPEN.OR CLOSED CELL CONCRETE BLOCKS
(OPEN CELLS TO BE PLACED -VERTICALLY ON THE -FOOTING) INSTALLED WITH -THE
LESS THAN
16" DIMENSION PERPINDICULAR TOTHE I -BEAM AND CAPPED AS SPECIFIED ABOVE
40" IN -HEIGHT
FOOTING.-16" X 16" X 4" MINIMUM SOLID CONCRETE OR OTHER PRODUCT APPROVED
FOR THE PURPOSE. (SEE; TABLE FOR LOAD CAPACITY AND REQUIRED SIZES)
-
— HORIZONTAL GRADE
a.
FLOOR SYSTEM
FILL GAP BETWEEN -PIER CAP AND THE STEEL BEAM WITH A WOOD PLATE AND/OR SHIMS WITH AN
OVERALL THICKNESS NOT TO EXCEED 2' . SHIMS SHALL BE AT LEAST 4" WIDE X 6" LONG AND MUST
BE INSTALLED IN PAIRS: SHIMS MUST BE FITTED.AND DRIVEN TIGHT BETWEEN THE WOOD" PLATE OR
PIER AND THE I -BEAM WITH THE THICKNESS OF THE SHIMS NOT TO EXCEED 1".
PIER CAP: ONE OR TWO THICKNESSES OF DOUBLE (2X8)"X 16" SYP 42. P.T: LUMBER
SUPPORTED BY SOLID CONCRETE BLOCKS, "A 4" X 16" X 16" SOLID CONCRETE CAP
BLOCK OR DOUBLE 4" X W X 16" SOLID CONCRETE CAP BLOCKS BELOW..
BEAM
r
DOUBLE BLOCK PIER WITH V' X 8'• X 16":OPEN OR -CLOSED CELL CONCRETE
BETWEEN
BLOCKS (OPEN "CELLS TO BE"PLACED VERTICALLY ON THE FOOTING)
40." AND.72" "
INTERLOCKED AS SHOWN AND CAPPED AS SPECIFIED ABOVE
IN HEIGHT
FOOTING -16"" X 16" X 4" MINIMUM SOLID CONCRETE OR OTHER PRODUCT APPROVED
FOR THE PURPOSE, "(SEE TABLE FOR LOAD CAPACITY AND: REQUIRED. SIZES)
— HORIZONTAL GRADE
NOTE: FOOTINGS TO BE PLACED ON FIRM UNDISTURBED
STABLE SOIL WITH. ALL ORGANIC MATERIAL REMOVED,
WITH THE BOTTOM" OF THE•FOOTING LOCATEDWTH
A MINIMUM OF 12 INCHES BELOW GRADE AND.BELOW
THE FROST DEPTH IN THE AREA THE BUILDING IS
LOCATED.
LIVE OAK
REV 84 M9 .
1-&07. WLG SETUP MANUAL.
NTS I ALL PIER BLOCKING DETAIL
SUDW,-1.3.1
�3
No 0033841 \ P
*.� * �* 81101
%.e \ STATE OF Q.
i�0A %e` R I
s U
I f � \
APPROVED BY
RRevisedIN "
INC.'
2009
FEDERAL UAWFACWRED HOME
. CONS=CRONANDSAFETISTAMDAROS-
96" MA
HEI IGH
EXTERIOR WALL OPENING, SHEARWALL STUD, OR COLUMN
SUPPORT POST.
GAP BETWEEN TOP OF THE PIER AND THE FLOOR MAYBE A WOOD PLATE (NOT EXCEEDING 2" IN
THICKNESS) AND/OR SHIMS (NOT EXCEEDING 1"IWTHICKNESS), SHIMS SHALL BE AT LEAST 0 WIDE
AND 6" LONG, FITTED AND DRIVEN TIGHT BETWEEN WOOD. PLATE OR PIER AND THE FLOOR SYSTEM.
CONCRETE. BLOCKS 8" X B".X 16" (OPEN CELLS PLACED VERTICALLY ON
THE FOOTER) SHALL BE INTERLOCKED AND FILLED WITH CONCRETE
AND STEEL BARS, CAPPED PER DEATIL BELOW,
SINGLE OPEN OR CLOSED CELL CONCRETE BLOCKS B" X 8" X 16" (OPEN
CELLS PLACED VERTICALLY ON THE FOOTER) SHALL BE INTERLOCKED
AND CAPPED AS. SPECIFIED ABOVE,
FOOTING -16" X 16" X 4" MINIMUM SOLID CONCRETE OR OTHER PRODUCT
APPROVED FOR THE PURPOSE. (SEE TABLE FOR LOAD AND REQUIRED
SIZE OF FOOTING PER SOIL BEARING PRESSURE)
:ONTAL GRADE
NOTE FOOTINGS TO BE PLACED ON FIRM UNDISTURBED,
STABLE SOIL WITH ALL ORGANIC .MATERIAL. REMOVED,
WITH THE BOTTOM OF THE FOOTING LOCATED BOTH
A MINIMUM OF 12 INCHES BELOW GRADE.AND BELOW
THE FROST DEPTH IN THE AREA THE BUILDING IS
LOCATED.
96" MAX
HEIGHT
FLOOR SYSTEM
GAP BETWEEN TOP OF THE PIER AND THE FLOOR MAY BE A WOOD PLATE (NOT EXCEEDING 2" IN
THICKNESS) AND/OR SHIMS (NOT EXCEEDING 1" IN THICKNESS). SHIMS SHALL BE AT LEAST 4" WIDE
AND 6"1ONG, FITTED AND DRIVEN TIGHT.BETWEEN WOOD PLATE OR PIER AND THE FLOOR SYSTEM.
- CONCRETE BLOCKS 8" X 8" X 16" (OPEN CELLS PLACED VERTICALLY ON
THE FOOTER) SHALL BE INTERLOCKED AND FILLED WITH CONCRETE
AND STEEL BARS, CAPPED PER DEATIL BELOW. -
SINGLE OPEN OR:CLOSED CELL CONCRETE BLOCKS 8" X 8" X 16" (OPEN
CELLS PLACED. VERTICALLY ON THE FOOTER) SHALL BE INTERLOCKED
AND CAPPED:AS SPECIFIED ABOVE.
�- FOOTING -16" X 16" X 4" MINIMUM SOLID CONCRETE OR OTHER PRODUCT
APPROVED FOR THE PURPOSE. (SEE TABLE FOR LOAD AND REQUIRED
SIZE OF FOOTING PER SOIL BEARING PRESSURE)
HORIZONTAL GRADE
NOTE: FOOTINGS TO BE PLACED. ON FIRM UNDISTURBED.
STABLE SOIL WITH ALL ORGANIC MATERIAL REMOVED, .
WITH THE BOTTOM OF THE FOOTING LOCATED BOTH
A MINIMUM OF 12 INCHES BELOW GRADE AND BELOW
THE FROST DEPTH IN THE AREA THE BUILDING IS
LOCATED, REFER TO APPLICABLE TIE DOWN DETAIL.SUDW-17A FOR PIER
HEIGHT NOTED ABOVE (SPECIAL TIE DOWN AT INSIDE & OUTSIDE
I -;BEAMS 4'.-3" O.C.MAX...DOUBLE WIDE HOMES AT WIND ZONE 1
ONLY. NOT FOR INSTALLTION-IN. FLOOD ZONE AREAS.
CONCRETE
#3 (3/8") REBARS
IN EACH CELL
PIER
REF. CA-SU-16.17
FOOTINGS.AS REQUIRED
BY SOIL CONDITION
12-18-09 WLG. SETUP MANUAL
LIVE OAK HOMES I NTS I ALL I PIER BLOCKING DETAIL
SUDW-13.2
.%%% D,► B A tij''%
P.. �jcrrivsFo y '
APPROVED BY
No.2�38
-�' PROF ION :` *' ONO
Jan 05,2010
FEDERAL MANUFACTURED HOME
oo GIN�'f�� �� CONSTRUCTION AND SAFETY STANDARDS
,
—�1.1111��
HEIGHT
TYPICAL POUBLEWID TIEDOWN INSTALLATION'
(STANDARD TIEDOWN INSTALLATION NOT AT SHEARWALLS
INSTALL VERTICLE TIEDOWN'STRAPS AND CONNECT THE
VERTICLE TIEDOWN STRAPS TO GROUND ANCHORS AT EACH
VERTICLE TIEDOWN ANCHOR INSTALLED ALONG MARRIAGE
MARRIAGE LINE, WHEN VERTICLE TIEDOWN STRAPS ARE IN
)E:TO TOP OF STEEL BOTH HALVES AT THE SAME LOCATION, CONNECT BOTH
08" MAX, STRAPS TO THE SAME DOUBLE HEADED ANCHOR WITH RADIUS
CLIP (SEE RADIUS CLIP DETAIL).
.SUDW43A .
"'--HORIZONTAL GRADE "-INSTALL ALL GROUND
ANCHORS BELOW MARRIAGE
WALL VERTICALLY AS SHOWN.
EXCEPT AT SHEARWALLVERTICLE 'TIEDOWNS, INSTALL A FRAME -
TIEDOWN STRAP AT EACH'VERTICLE TIEDOWN LOCATION AND
CONNECT -THE FRAM ETIEDOWN STRAP TO THE SAME DOUBLE
HEADED GROUND. ANCHOR AS THEVERTICLETIEDOWN STRAP
(TYP EACH SIDEWALL)
EXCEPT AT SHEARWALL VERTICLE. TIEDOWNS; INSTALL A FRAME TIEDOWN STRAP
AT A SPACING NOT TO EXCEED 4'•3".O.C. MAX: (TYP). ANCHORS MAY BE OFFSET v
MAX. FOR.OBSTRUCTIONS AS LONG AS THE MAX.SPACING IS MAINTAINED,
INSTALL VERTICLE TIEDOWNS STRAPS ANDIOR SECURE THE
VERTILCE TIEDOWN STRAPS TO GROUND. ANCHORS:. .
OPENING STUDS WHEN THE OPENING WIDTH EXCEEDS 48"
(TYPICAL EACH SIDEWALL)
NOTE:.
UNLESS SPECIFIED OTHERWISE ON OTHER DRAWINGS,
ALL TIEDOWN STRAPS AND GROUND ANCHORS
SPECIFIED ON THIS DRAWING ARE IN ADDITION
TO THE TIEDOWN STRAPS AND GROUND ANCHORS
REQUIRED AT THE SHEARWALLS,
1114" X .036" TIEDOWN
STRAP (TYP).
GROUND ANCHOR 4'-3" O.C. MAX (TYP)
ANCHORS MAY BE OFFSET B" MAX. FOR
OBSTRUCTIONS AS LONG AS THE MAX.
SPACING IS MAINTAINED,
BACK ANGLE FOR ALL GROUND ANCHORS
CONNECTED TO SIDEWALL FRAM TIEDOWNS
PER DWG SW-G•3 (TYP).
GENERAL, NOTES,
1.) . ALL TIEDOWN. STRAPS AND HARDWARE:MUST BE
CERTIFIED BY A PROFESSIONAL ENGINEER OR A RECOGNIZED
TESTING LABRATORY TO ADEQUATELY SUPPORT A 3150#
ALLOWABLE LOAD MINIMUM (ULTIMATE LOAD 47259 MINIMUM)
AND I OR TO COMPLY WITH ASTM D3953;91,
2.) ALL GROUND ANCHORS SPECIFIED ON THIS DRAWING MUST BE
CERTIFIED BY A PROFESSIONAL ENGINEER OR A RECOGNIZD
TESTING LABRATOR.Y TO ADEQUATELY SUPPORT 3150#
ALLOWABLE WITHDRAWAL LOAD MIN. (ULTIMATE LOAD 47259 MIN.)
WHEN LOADED BOTH PARALLEL WITH THE ANCHOR SHAFT AND
AT A 45° ANGLE FROM THE ANCHOR SHAFT.
3.) THE GROUND ANCHORS MUST BE INSTALLED TO THEIR FULL
DEPTH IN -ACCORDANCE WITH THEE MANUFACTURER'S INSTRUCTIONS
(I.E. APPROVED FOR INSTALLATION IN THE $OIL TYPE WHICH
EXISTS AT THE SITE, ETC.) AND MUST EXTEND BELOW THE FROST
LINE AND BE AT LEAST 12" ABOVE THE WATER TABLE,
4.) ALL GROUND ANCHORS CONNECTED TOTHE EIDEWALLFRAMING
TIEDOWNS MUST BE PROVIDED WITH STABILIZERPLATES TO
MINIMIZE HORIZONTAL MOVEMENT:
REF.. CA-SU-16.17
P,.rvcEN'SNo Fo .
�'>k 39
PROFESSIONAL
ti'SYGINE�' 1
- // � "pan„pV �0
12-1SA9 WLG SETUP MANUAL // �ISR TOW" %%
LIVE OAK HOMES NTS ALL PIER BLOCKING DETAIL ,12/2f/Ildd91, ,
SU DW-13.3
APPROVED BY
�ON,
Jan 65,2010
INC.
FEDERAL MANUFACTURED HOME
CONSTRUCTIONANDSAFEIYSTANDARDS
QI,JC IIIIINJJ/VVVVVV.CUQI.AQ.UVIII/III/C/IJciyC.uylio%peLlftlIU=I(J1UVtl=GI Y8(]e "L3 OT y4
. ... .... .. ..
PORCH POST.ANCHORAGE SYSTEM
INADDITION .TA STANDARD TIEDOWNS,
INSTALL TIEDOWN STRAP AT ANCHORS
ON PORCH'PO.STS./ SUPPORTS ON.
MARRIAGE WALL AND SIDEWALL AS SHOWN.
POST/SU
PORCH SHOW
ONE HALF OF DOUBLE W
MAY BE IN BOTH HAW
/TIEDOWN ANCHOR"
WITH RADIUS CLIP
SLOT IN TIEDOWN ANCHOR.
DOUBLE HEADED
GROUND ANCHOR
DETAIL W
TIEDOWN.STRAP
INSTALLATION
"ANCHOR FACTORY INSTALLED
NOTE:
ALL TIEDOWN STRAPS AND CONNECTING HARDWARE MUST BE
CERTIFIED BY A PROFESSIONAL ENGINEER OR A RECOGNIZED .
TESTING LABRATORYTO ADEQUATELY.SUPPORTA 3150# .
PORCH POST%SUPPORT ALLOWABLE LOAD:MINIMUM (ULTIMATE LOAD 4725# MINIMUM)
( . ) ANDIOR TO COMPLY WITH ASTM D3953-91
SIDEWALL VIEW
LIVE OAK HOMES
ALL GROUND ANCHORS: SPECIFIED ON THIS DRAWING MUST BE
E DETAIL W CERTIFIED BY A PROFESSIONAL ENGINEER OR A. RECOGNIZED
:DOWN STRAP TESTING LABRATORY TO ADEQUATELY SUPPORT A 3150#
ALLOWABLE WITHDRAWAL LOAD (ULTIMATE LOAD 4725#) MIN.
WHEN:LOADED AT A 45- ANGLE FROM THE ANCHOR, SHAFT AND A
.4000# ALLOWABLE: WITHDRAWAL LOAD(* LTIMATE LOAD 6QQ0#) MIN.
WHEN LOADED PARALLEL TO THE ANCHOR SHAFT.
WIND ZONES 1; 2; & 3 SU-i 1.1-21
ENGI ER APPUCABL THIRD:PARTY STAMP
KAif,&
'/'ljN'P APPROVED BY
;Pdc�D�13334.1 1i1. q# NN
Sep 16,2011
FFDFML MIMMM74NC.
MO HIMI
OR1�%constwcnonanowmysrAfiw"s
PORCH ANCHORAG S STENi
M I SP MANUAL:' �l'1GE�s t�'`.
SUDWA 3.4
lgyC❑IILNAJ/WWW.OVGIJIQ.VVIIUIII/C/1JQlICdilIl:AlllVl,{J0.tIt-LJUJCI=IV119Vl=SVUWIU=GGIo,+pa4ClV=IL1UUC=GI rage e4 OT L14
BTANDA�VE�irICAL•R®OWNBARE WHEN ENOWALL'SHEARWALI:ISLOCATED W 7NB HALF,
HEDU67[DONEACHSroEOFTHEOPENN08 INSTALL1tLTCHABBIBFRAMET1E00WNWRTMNA016TANCE WIND ZONE 1 .
OIiFATl3tTHAN4B•INWiDTH, EOWLLT0.1ltTNENORMALBPACINOFROb1ENDOFFL00R
�yL,�y mPEACHBroEwauarEaCHacwAut 15 PSF
MNNTAINNORMA{.CHABSIBFRAMETIEOOWNBPAOINO
ACROB88HEARWA.LLVERTICALTIFDOWN(IYFICAL). irINgTALLBHEARWAl1.VER7ICAL .
0 IRS
AN.
S S
_ TIEOOWN STRAPS ON ALL
CONNECTFRAMETIEDOWNBTRI
STEEL. SEAMS CLOSEST TO MAR.
BELOW MARRIAGE LINE, IN$rALL
-
NOTE: DOUBLE FLOOR SHOWN SEPERATED FOR CLARITY ..
. WHENENDWALLMISA WALUBHOr
E%CEFTFOR FULL WOO SHEARWALL S, INSTALL LOC•M1� IN THIS WLLF. INSlALL16T
VERTICAL FRAME TIFAOWN ON THE, CW1681BFRA1(E TIEDOLYN WR1i1N2-0•
STEEL BM CL08ESTT011iE MARRIAGE OF ENDOF FLOOR OYP ECH BIDS
WALL BELOW SHEARWALL (TYPICV4. Z,-,MAX '. WALLATEACHENOWALL),
S S S S
INSTALLCHASSIB FRAYETIEODWNBALONO SMONALLWRHAN AVERAGE '
-SPACING NOrTO.ecemm VALut SP.ECWW,ONDRAVVING SW433.
(DO Nar DWALLFRAL£nM=S ATSHMMA L•VEIMCALMEWM
LOCATIONVATVP EACH BIIDEWALL) .
KEY IXCEFrATOPENINGwvmsIARaFRwx
JIB•; STANDARD VERTICALTLEDOWNSARE
. • BHE RWALLVERTICALTISDOWN OPROHALWO'r.REOUBRD)I.NVAN.DZONEI:. .. ' .... .. .
O STANDAROVERTICALTIEOOWN
SCWSISFRAMETIBOOWN
-VERTICALFRAMETIE DOWN
WIND ZONE 1 SU -22
ENGINEER STAMP (IF APPLICABLE) THIRD PARTY STAMP
APPROVED BY
z w NiSep.�16,2011 INC.71P
�+
AYE' OF! � FEOENAL L7WNFACIUI�O NONE
SWIG-;2G A . coxsmucnoRANosAFEiYsraxoanos
6-7ts-07 WLG Y ANCHORAGE YSTEM �ie�'c� "'- fi•G\ R��.�.
LIVE OAK HOMSETUP MANUAL
ES "NTS ALL (FIELD INSTALLED)
SUDW=13:%
age InnpsJ/www.eaapia.coRUmte/page.cgi'lsTncL;page=L3user=lonsc[=suowja=GL7a4pageio=lmoae=Ll raae'L9 oT U4
TYPICAL DOUBLEWIDE TIEDOWN INSTALLATION
(STANDARD-T. MOWN INSTALLATION • NOT AT SHEARWAL:LS
INSTALL VERTICAL TIEDOWN STRAPS.AND CONNECT THE
VERTICAL TIEDOWN STRAPS TO.GROUNUANCHORS AT EACH
VERTICAL-TIEDOWN ANCHOR INSTALLED ALONG MARRIAGE
MARRIAGE LINE. WHEN VERTICAL TIEDOWAI STRAP$ ARE 1N
HEIGHT FROM GRADE TO TOP OF STEEL BOTH HALVES AT THE SAME LOCATION, -CONNECT BOTH
BEAM SPECIFlED ON DRAWING SW44 STRAPS TO THE SAME DOUBLE HEADED ANCHOR WITH RADIUS
CUP (SEE RADIUS CUP DETAIL).
11/4" X.035" TIEDOWN
STRAP (TYP).
STANDARD
CHASSIS
PIER (TYP)
1NSTALLALLGROUND GROUND. ANCHOR (TYP)
HORQ.ONTALGRADE w SLA!: n!LLGIR auwnn,ww�
EXCEPT AT SHEARWALL VERTICAL TIEDOWNS, INSTALLA FRAME
TIEDOWN STRAP AT EACH VERTICALTIEDOWN'LOCATION AND
. CONNECT THE FRAME;TIEDOWN STRAP TO THE SAME DOUBLE
HEADED GROUND ANCHOR AS.THEVERTICALTIEDOWN STRAP
,EXCEPTATSHEARWALLVERTICAL . (TYP EACH SIDEWALL)
TIEDOWNS, INSTALLA FRAMETIEDOWN
STRAP AT A SPACING NOT TO EXCEED
THE VALUE.3PECIFlED ON DRAWING SW�G4
-INSTALLVERTICALTIED. I S STRAPSAN61OR SECURE THE
VERTILCE11EDOWN STRAPS`TO GROUNDANCHORS AT- '
• OPENING STUDS WHEN THE OPENING:WIDTH EXCEEDS W
:(TYPICAL EACH SIDEWALL) .
NOTE.
UNLESS SPECIRED.OTHERWISEON OTHER DRAWINGS,
ALLTIEDOWN STRAPS AND GROUND ANCHORS
SPECIFIED ON THIS DRAWING ARE IN ADDITION
TO THE TIEDOWN STRAPSAND GROUND ANCHORS
REQUIRED ATTHE SHEARWALLS,
8.18-07
LIVE OAK HOMES -- NIS
BACK'ANGLEFOR ,ALL GROUND.ANCHORS
CONNECTED TO SIDEWALL FRAMTIED.OWNS
PER DWG SW-" (TYP). -
GENERAL NOTES:
1.). ALLTIEDOWN STRAPS AND HARDWARE.MUSTBE
CEUMED BY A PROFESSIONAL ENGINEER OR A RE0dGNIi:D
TESTING LABRATSRY TO ADEQUATELY SUPPORTA 315M
ALLOWABLE LOAD MINIMUM (ULTIMATE LOAD 47261E MWIMUm):
AND / OR TO COMPLY WITII ASTM D3653M.
4.). ALL GROUND ANCHORS $PECIFlED ON THIS DRAWING !LUST BE
CERT MD'BY A PROFESSIONAL ENWEER OR A RECORD
TESTINGLABRATORYTO.ADEQUATELY SUPPORT3150 - '
ALLOWABLE WITHDRAWAL LOAD MIN: (ULTlMATE LOAD 4725# MIN.)
WHEN LOADED`BOTH PARALLEL WITH THE ANCHOR SNAPTAND
ATA45'ANGLEFROMTHEANCHORS.HAFT .
3.). THE GROUND ANCHORSMUSTSE INSTALLED TO THEIR FULL
DEPTH:IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS
(LE. APPROVED FOR INSTALLATION IN THE SOIL TYPE WHICH
EXISTS AT THE SITE, ETC.) AND'MUSi EXTEND BELOW THE FROST
LINE AND BE AT LEAST 9YABOVETHE WATER TABLE.
4.) ALLGROUNDANCHORS:CSNNECIEDTOTHESIDWALLFRAMWO
WN TIEDOS MUST BE PROVIDED VM STABILIZER PLATES TO .
MINIMIZE HORmbNTAL MOVEMENT.'
WIND ZONE 1 SU-23-
PPROVED BY
A
Sep 16,2011
Nor:RANC.
FNMAHOFACDHOME
[0915=57RUCFIDM AND Sff SAFELY STANOANOS
SUDW-13.6
rage IIIUpSJiwww.euapra.conurnrerpage.egl rsirlc[;page=z3user=ionsci=suawla=zzi d4paQela=imoae=zl Page 26 of 94
DOUBLEWIDE SHEARWALL TIEDOWN SYSTEM
CONNECT (4) STRAPS ON TRUSSASOVE SHEARWALLTO
EXCEPT FOR FULL WIDTH SH.EARWALLS, INSTALL BLOCKING IN OTHER HACF.WITH (4)#10:X 11/2°SCREWS .
MARRAIGE WALL FRAME TIEDOWN AND -GROUND AT EACH END.
ANCHOR WITH STRAP PLACED VERTICALLY WITHIN
8" OF SHEARWALL.
"-INSTALL PIER WITHIN e' OF SHEARWALL
BELOW EDGE JOIST (TYP).
LOOP STRAP THROUGH SLOT IN SHEARWALL VERTICAL
TIEDOWN ANCHORAND CONNECT EACH'END TO DOUBLE
HEADED GROUND ANCHOR. `SEE DETAIL "A° BELOW.
WITH RADIUS CLIP
OR CHASSIS BEAM .
EDGE CO
OF HOUSENTINUOUS 719DOWN
STRAP
-DETAIL. "A
TIEDOWN STRAP
INSTALLATION
LIVE OAK HOMES
NTS ALL
FOR FULL WIDTH SHEARWALLS, LOOP STRAP THROUGH
SLOT,IN SHEARWALLVERTICALTIEDOWNANCHORAND
CONNECT EACH END TO DOUBLE HEADED GROUND ANCHOR.
PIER (TYP)
-INSTALL--{PIER BELOW EDGE JOIST OPPOSITE SHEARWALL
WHEN SHEARWALL TERMINATES OVER JOIST CANTILEVER.
D ANCHOR (TYP)
NOTE:
ALL TIEDOWN STRAPS AND CONNECTING'HARDWARE MUST.
BE CERTIFIED BY A PROFESSIONAL ENGINEER OR A RECOGNIZED
TESTING LABRATORY TO ADEQUATELY SUPPORTA 31801E
ALLOWABLE LOAD MINIMUM (ULMMATE.LOAD 4725# MINIMUM)
AND / OR TO, COMPLY WITH At= D35mi. .
ALL GROUNDANCHORS SPECIFIED ON THIS DRAWING MUSTBE
CERTIFIED BY A PROFESSIONAL ENGINEER OR A RECOGNIZED
TESTING LABRATORYTO ADEQUATELY SUPPORTA 40001E
ALLOWABLE WITHDRAWALLOAD MIN. (ULTIMATE LOAD 60W# MIN.)
WHEN LOADED PARALLEL WITH ANCHOR SHAFT.
ININDZONE 1 SU-24
ENGINEER
I ' PPLICABLE)
THIRDPARTYSTAMP
K��ry���
APPROVED BY
NrPIC>6,zo��
i•..0"
�
$TA Q
FEDEML O�MOFACNNED NOtlE
CONSIPUCrrOtl A"D 5i1FE7YSFMDlWDS
0R19��{��.
SUDW-13.7
)age lhttpsJ/Www.e(japia.com/m/e/page.cgi'!stnct;paqe=23user=lohsct=sudwid=22184pagaid=lmode=21 Page 27 of 94
TYPICAL DOUBLEWIDE TIEDO.WN-PLACEMENT
NOTE: FOR TRIPLEWIDE OR.LARGER.DESIGNS INSTALL ALL THE:VERTICAL TIEDOWNS AT
EACH SHEARWALL, SIDEWALL AND MARRIAGE WALL AS SHOWN ON THIS DRAWING.
STANDARD VERTICAL TIEDOWNB ARE
REQUIRED ON EACH SIDE OF.THE OPENINGS
GREATEi.THAN4S'INWIDTH,' .
(TYPICAL EACH DIDEIN
dBIDEWN LVERRC/Un�DowNS IVwDr eE
WRHIN24'OFCPENINGURIDS): WMANINDWALLIBA6NFARNALL WE1ALL.
MAINTAW NORMAL CHASSIS PRAMETIEDDWN 19TSTANDARD VERTIC& TIEDOWN WITHIN
SPACINGAC S66HEARWALLWRRRCAL DISTANCEMIALTOII2THENORMAL. "
TIEDOWN(1YP). SPACING PECIFED ON DRAWIN06W33
MAINTAIN NORMALCHASSISFRAMETIEDOWNSPACING FROMENDOFFLOOR.
ACROSS6W-4RWALLVERRGLTEDOWMOYPIGy. (ryPFACHSIDMALLAT9WHOWIALL)
WICEPT FOR FUiLWVM SHFARINALLS, INSTALL
VERTICAL FRAME TIEDOWNON THE
STEB BEAlA CL08EST70 THEMMRU4GE'
WALL BELOW SHEARWALL LTVPICAL).
KEY
• BHEARWALLVERTICAI.TEDOWN
O STANDARDV9TRCALTIEDOWN
S.CHASSIS FRAMETEOOWN
. M MAR WALLI M IONALFRAMETIE00WN
® VEIMCALFRAM.ETiEDOWN
=FR ME n
BEAMS CLOS
NOTL 000BLEWIDE FLOOR SHOWN SEPERATEO FOR CLARft • �Bgl�yy'dy
5 .
L6TANWID
L0 SIDEWALL
SHEARWALL
H SIDEWALL)
INSTALLSTANDARO VERTICA TI®OWNS
ALONG SIDEWALL WITH AN AVERAGESPACWG. .
NOTTO EiTEED THEVALUE SPECIFIED ON
"DRAWING SWO&
WIND'ZONE 2"& 3 . S:U-''.11'1'25
ENGINEER SrAMPXFAPPLICABLE THIRDPARTY STAMP
N' �+�'+ '. APPROVED BY
4 I+IA•4a3�±i� �,'^ E,ep,16,2011
uTATE OF .l �¢ NCNAESTCOSTRUnON ADSWANDARDs
SW-G-2 ��� �.��.� 0 R %-10,.
8-78.07 WLG. SETUP MANUAL
UVE OAK HOMES: to ALL ANCHORAGESYSTEM °�yl�nrlls.st��t�a��
NEAR BEAM
S.UDW-43.8
1dl•JC IIRtNs•//Wwh'•l:Uct�.JIG.UVIIxIII/C/.1QyC.UyI:A'lf1Ul,�JQyCPGJUtiCI=IUI ISUt=SUUWIU=LG I04pQUCIU= ILUUU(•`=GI YBQe eu OTy4
TYPICAL DOUBLEWIDE TIEDOWN -INSTALLATION'
(STANDARD TIEDOWN INSTALLATION NDT. AT- SHEARWALLS
HEIGHT FROM•GRADE TO TOP OFSTEEL
BEAM SPECIFIED ON DRAWING SW-G-3
INSTALL MARRIUAGE WALL FRAME TIEDOWNS BELOW THE MARRIAGE .
LINE WITHIN F---D° OF:EACH ENDWALL AND AT A SPACING NOT
TO EXCEED THEDISTANCE SPECIFIED ON DRAWING OWG-Si
CONNECT THE STRAPS,FROMEACH STEEL I-BEAM.TO THE SAME
DOUBLE HEADED GROUNDANCHOR. (TYP EACH HALF)
INSTALL VERTICAL TIEDOWN STRAPS�AND COINNECTTHE
VERTICAL 11EDOWN STRAPS TO GROUND ANCHORS AT -EACH
VERTICAL TIEDOWN ANCHOMNSTALLED ALONG MARRIAGE.. -
MARRIAGE LINE. WHEN VERTICAL TIEDOWN STRAPS ARE IN
BOTH HALVES AT THE SAME LOCATION, CONNECT BOTH .
STRAPS TO THE SAME DOUBLE HEADED ANCHOR WITH RADIUS
CLIP (SEE RADIUS CLIP DETAIL).
CHASSIS .
PIER (TYP)
r
.HORIZONTAL GRADE INSTALL ALL GROUND
ANCHORS BELOW MARRIAGE
WALL VERTICALLY AS SHOWN.
BACKANGLE FOR ALL GROUNDANCHORS
CONNECTED TO SIDEWALL FRAME TIEDOWNS
PER DWG SW-G-3 (TYP).
-EXCEPT AT SHEARWALL VERTICAL TIEDOWNS, INSTALL A DIAGONAL
FRAME TIEDOWN STRAP AT EACH: VERTICAL TIEDOWN LOCATION AND
CONNECT THE FRAME TIEDOWN STRAP TO THE SAME DOUBLE HEADED .
GROUND ANCHOR AS THE VERTICAL TIEDOWN STRAP (TYP EACH SIDEWALL)
1 1/4" X .035" TIEDOWN
STRAP (TYP).
ANCHOR (TYP)
-INSTALL.VERTIGALTIEDOWN STRAPS AND/OR SECURE THE NOTE.
VERTICAL TIEDOWN STRAPS TO.GROUND ANCHORS AT UNLESS SPECIFIED oTHERWI6EON OTHER DRAwINGs,
:OPENING STUDS WHEN THE OPENING WIDTH EXCEEDS 48". ALL TIEDOWN STRAPS AND GROUND ANCHORS .
AND AT A.SPACING NOT TO EXCEED.THE.1%ALUESPECIFIED ON SPECIFIED ON THIS.DRAWING ARE IN ADDITION
DRAWING SWAG-3.. TO THE TIEDOWN STRAPS. AND. GROUND ANCHORS
REQUIRED AT THEAHEARWALLS..
1.) ALLTIEDOWN:STRAPS AND HARDWARE MUST -BE
CERTIFIED OVA PROFESSIONAL ENGINEER ORA RECOGNIZED
TESTING LABRATORYTO ADEQUATELY SUPPORTA.316W, .
ALLOWABLE LOAD' MINIMUM;(ULTiMATE LOAD 4726# MINIMUM)
AND I OR TO COMPLY WITH ASTM D395M.
2.) ALL GROUND ANCHORS SPECIFIED ON THIS DRAWING MUST BE
CERTIFIED BY A PROFESSIONAL ENGINEER ORA RECom=
TESTING LABRATORY TO ADEQUATELY SUPPORT 315W -
ALLOWABLE WITHDRAWAL LOAD MIN. (ULTIMATE LOAD 4725# MIN.)
WHEN LOADED ATA 45° ANGLE FROM THEANCHOR SHAFT, AND.A
4000#'ALLOWABLE WITHDRAWAL LOAD (ULTIMATE LOAD 600M MIN.
WHEN LOADED PARALLEL 70THEANCORSHAFT
3.) THE GROUND ANCHORS MUST BE INSTALLEDTO THEIR FULL
DEPTH IN, ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS
(LILAPPROVEDfOR INSTALLATION IN THE SOILTYPE WHICH
EXISTS AT THE SITE, ETC.) AND MUST EXTEND BELOW THE FROST
LINE AND BE AT LEAST 12" ABOVE THE WATER TABLE.
4.) ALL GROUND.ANCHORS CONNECTEDTO THE SIDEWALL FRAMING
TIEDOWNS'MUST BE PROVIDED WITH STABILIZER PLATES TO.
MINIMIZE HORIZONTAL MOVEMENT.
LIVE OAK HOMES ja ,
TS
WIND ZONE: .& 3.
;q �STkTE 4F . -4
l O
F ID
su
APPROVED BY
Sep 16,2011
NC.
No A
COPW L CTION AND
SAFETYST .
coxsrxuawx axo sacE�rsraxnaxos
SUDW-13.9
)age Innps✓iwww.eaapia.comimie/page.cgrrsmc[;paqe=4;5user=lonsc[=suawIa=ZZlts4pagela=lmoae=Zl rage XU 01 U4
DOUBLEWIDE 'SHEARWALL TIEDOWN. SYSTEM
CONNECT (4) STRAPS ON TRUSS ABOVE SHEARWALL:TO
EXCEPT FOR FULL WIDTH.SHEARWALLS, INSTALL BLOCKING IN OTHER HALF WITH (a) 0.10X 11/2" SCREWS
MARRAIGE WALL FRAME TIRDOWN AND GROUND AT EACH END, .
ANCHOR WITH STRAP PLACED VERTICALLY WITHIN
8" OF SHEARWALL.
SHEARWALL
FOR FULL WIDTH SHEARWALLS,.LOOP
SLOT IN SHEARWALl.VERTICALTIEDO
CONNECT EACH END TO DOUBLE HEAL
ITRAP THROUGH
VN ANCHOR AND
ED GROUND ANCHOR.
STANDARD
CHASSIS
PIER (7YP)
"
n II INSTALL•PIER BELOW EDGE JOIST OPPOSITE $HEARWALL
qb WHEN SHEARWALL TERMINATES OVER JOIST CANTILEVER,
GROUND ANCHOR (7YP)
INSTALL PIER WITHIN 8" OF SHEARWALL•
BELOW EDGE JOIST (7YP).
LOOP STRAP THROUGH: SLOT IN SHEARWALLVERTICAL
TIEDOWN ANCHOR AND CONNECT EACH END TO DOUBLE
HEADED GROUND ANCHOR, SEE DETAIL "A" BELOW.
WITH RADIUS CLIP
OR L
S BEAM
EDGE NUOUS TIEDOWN
OF HOUSE
GRADE-.
DOUBLEMEADED
GROUNDANCHOR
DETAIL. "A"
TIEDOWN STRAP
INSTALLATION
8-1&O7 1 WLG
LIVE OAK HOMES. NTS ALL .
NOTE:
ALL TIEDOWN STRAPS AND CONNECTING HARDWARE MUST
BE CERTIFIED'BYA PROFESSIONAL ENGINEER'ORA RECOGNIZED
TESTING LABRATORYTO.ADEQUATE�Y SUPPORTA 3150#
ALLOWABLE LOAD MINIMUM (ULTIMATE LOAD 4725# MINIMUM).
AND / OR TO COMPLY WITH ASIM 133W"I.
ALL GROUND ANCHORS SPECIFIED ON THIS DRAWING MUSTSE .
CERTIFIED BY A PROFESSIONAL .ENGINEER OR A RECOGNIZED
TESTING LABRATORY TO ADEQUATELYSUPPORT..A4000M
ALLOWABLE WITHDRAWAL LOAD MIN. (ULTIMATE LOAD B000 MIN.)
WHEN LOADED PARALLEL WITH ANCHOR SHAFT
W 1ND IONE 2 & 3
SUM.114-27
ENGINEER STAMP (IF APPLICABLE) THIRDPARTYSTAMP
APPROVED BY
A
w Np s 6.1 S Sep116,2011.
/ Q ~ C.
FEOEFAL NANUFACIURED HOME
OR 1 O�q,///�I�/ cOHsmucnam AHo sam sIAHDARas
�ra�SgpN-XL —
SUDW=1.3.10
IatJU IIIUp,.//wVVVV.CUapIadlVIII/11Iol+pa(IHK1= IMUUU=cl rage W OT V4
NPICAL.DOUBLEV► IDE TIEDOWN PLACEMENT . .
NOTE: FOR TRIPLEWIDE OR LARGER DESIGNS INSTALL ALL THE VERTICAL TIEDOWNS_AT
EACH SHEARWALL, SIDEWALL AND MARRIAGE WALLAS SHOWN ON THIS DRAWING,
STANDARD VERTIRALTIEDPWNSARE
.. REOVIREDONEACHSIDEOFTHEOPENNGS -
.. OREATERTWwAB'WWBT��I: .
(TVPICALEACHSIDEWALL).
(SIDEWALLVERTICALTIEDDWNSMllSTBE .
. WAT'lUJ7A•DFOPEi1N08TUDS) : WMANENWALLISASHFARWALL.NSTALL .
1BTSIDEWALbVERflCII TIEDDYYPIWRNN.A
O tSTANCE EO W L T012 THE NORMAL
SPACING SPECDMD.ON DRAWNOON-W
MAWrAWHM/AI:CHA EFRAMETWWWNSPACNO FROM BIDCFFUM
ACROSS SHEARWALLVERTICALTIEOOWN(i WAL), ITYPEACHSIDEYALLATEACHENDWALL) NSfALLSHEARWALI VERTICAL
TR�DWNSATENDSOFEACHSH
EAR
VOU
ASSWOWN OYPALLSHEARWALLS) .
ORFJITERTHANAC .. � .® .. .
- CONNECT FRAME77EDDWN STRAPSTO
STEELBFAogws"TTOAMRWALL"m .
S S S S S S. SBOW MARFWWE UNE.*WALL
TIEDOWNSTRAPSONALI
VERTICAL TEMN ANCHORS:
(TYP EACH HAii)
. NOM ODUBLEWIDEFLDDRSHOWNSWERATEDFORCLARRI' SE•OWMARRIAGELN PIWALLUVIRIAGE
WAILFRAMETIEDOWNS WMIlN 6' DFEAcH .
. ENDWALLAND'ATASPAQNONOTTOEXCEED
THE DXrANOESPECWM CM DRAWINGSWG3
..SELCNMARRIASELD7E,NSTALL, . ... (FYPEACHHALI-I ;
TIEDOWN STRAPS'ON ALL VERRCAL .
TIEDOWNANCHORS M7 EACH HALF) '
M M M
-N I
. WHEN EYDWALLIS NOTASHEARWALL.
M6.
TALL 13T STANDARD VERTIDALTEODINN:
WITHIN Z-0' FROM THE END OF TH E FLDDR.
EACHSIDEWALLATEACH ENDWAL )
O\—ws7ALLsrANowa VERmALTIEDom
E)CEPTFORFULLWOMSHMMAL L -'ALONGSIDEWALLWRHANAVERAGESPACINO: .
IWTALLVERRCACTEMOWNSONEACR NOTTGEXCEEDTHEVALIEspia EDDN. .
STr$ SEAM WRHN S'OFTHESHEARWALL(TY4 DRAWINGSWCa3.
- WTALLFRAMETEE7DWNSATALLSTAMM
. - VERDOALTIMOWNLOGTIDNSALDNGSMEWALL' -
. :KEY .
. • sHCARWALLVETHCALTIEDOWN
^O. srAMMRD VERTICAI.TIEODWN
SCFU986FRAMETIEVOWN
.M MARWALLOIMiN"FRAMETIEMM:
. VERIMURAMETEDOWN
�7V�11'I�LO
ENGINEERST P (IF APPLICABLE)
THIRDPARTY STAMP
APPROVED BY
A4r+ -.7NrplNC.
sep,16,2011
s
Sri' c / ��Sw
FEDERAL WIHIIPACfURED HOII�
[OMSTriUCfIOH AIID SAFEIYSTANDARDS
SW-G-2�.
—
�/ ..
���,�� �.; O R l�•
LIVE OAK HOMES:
6-18.07
WLG
SETUP MANUAL
ANCHORAGESYSTEM
NTS
17L
(FAR BEAM METHOD)'
SUDW-13.11 -
)age lhttps://www.edapia.com/m/e/page.cgi?strict;page=23user=lohsct=sudwid=22184pageid=lmode=21 Page 31 of 94
TYPICAL DOUBLEWIDE.TIEDOWN INSTALLATION"
(STANDARD TIEDOWN INSTALLATION - NOTAT SHEARWALLS
INSTALLA'& X,3' LAG:SCREW WITH -FLANGE CLIB CN THE INSIDE FLANGE
OF EACH MARRIAGE WALL STEEL BEAM.ON EACH JOIST WHICH HAS A LAG
SCREW INSTALLED ON THE OUTISDE FLANGE. • (THESE.LAG SCREWS TO BE
SITE INSTALLED; JOISTS WHICH HAVE A LAG SCREW ALREADY INSTALLED
DO NOTREQUIRE A LAG SCREW.)
INSTALL.. VERTICAL TIEDOWN STRAPS AND CONNECT THE
VERTICALTIEDOWN STRAPS TO G.ROUNDANCHORS AT EACH
VERTICAL TIEDOWNANCHOR INSTALLED ALONG .
MARRIAGE LINE, WHEN VERTICAL TIEDOWN 'STRAPS ARE IN
HEIGHT FROM GRADE TO TOP OFSTEEL BOTH HALVES ATTHE SAME LOCATION, CONNECT BOTH
BEAM SPECIFIED ON DRAWING SW-" STRAPS TO THE SAME DOUBLE HEADED ANCHORWITH RADIUS
CLIP (SEE RADIUS CLIP OETAIL),
11/4"X.03FTIEDOWN
STRAP (TYP).
HORI20NTAL,GRA INSTALL ALL GROUND �EGR0
UNDANCHOR(TYP)
STANDARD CHASSIS ANCHORS:BELOW MARRIAGE
PIEt(iYP) WALL VERTICALLYASSHOWN. ACKANGLEFORALLGROUNDANCHORS
INSTALL MARRIAGE WALL FRAME TIEDOWNSBELOW THE MARRIAGE CONNECTED TOSIDEWALL FRAME TIEDOWNS
LINE WITHIN SW OF EAQ4 ENDWALL AND AT A SPACING NOT PER DWG SW-G-3 (TYP). .
TO EXCEED THE DrrANCE SPECIFIED 'ON'DRAWING SW-G-3;
CONNECTTHE STRAPS FROM EACH STEEL BEAM TO THE SAME
DOUBLE HEADED. GROUND ANCHOR. (TYP EACH HALF)
EXCEPT AT SHEARWALL VERTICAL Timms. INSTALLA DIAGONAL
FRAME TIEDOWN STRAP AT EACH.VERTICALTIEDOWN LOCATION AND
CONNECT THE FRAME TIEDOWN STRAP TO THE SAME DOUBLE HEADED
GROUND ANCHOR AS THE VERTICAL TIEDOWN.STRAP (TYP EACH SIDEWALL)
INSTALL VERTICAL TIEDOWN STRAPS ANDIOR SECURE THE
VERTICAL TIEDOWN STRAPS TO GROUND ANCHORS AT
OPENING'STUDS WHENTHEOPENING WIDTH EXCEEDS 48
ANDATASPACING NOTTOCE EXEDTHE VALUESPECINED ON
DRAWINGSW-G3' ;..... .
GENERAL NOTES:
1.) ALLTMDOWNSTRAPS AND HARDWAREMpSTSE,
CFRTMW BY A PROFESSIONAL ENG.MMOR A RECOGN2ED
TESTING LABRA7ORYTOADEQUATELYVWA3150R
ALLOWABLELOAD MNMM (UL7igATESULOAD'472581AWMU4
AND T OR TO.COMPILY.WOH ASTM Dnn91.
Z) ALLGRODHDANCHORSSPECIFUMONTHISDRAWWOMUSTBE
CERTIFIED BY A PROFESSIONAL ENGIN SM ON A RE000I la
7EST W G iLABRATORY TO ADEOUATELYSpPPORr 3150M
ALLOWABW WOHDRAWAL LOAD MIN. (ULTThAATE TOAD 47258 MIN,).
WHEN LOADEDATA4VMGLE FRONTHEANCHOR SHAFTAND A
40MALLOWABLE WTIMDRAWAL LOAD (110MATE LOAD 60009 MIN,)
WHEN LOADED PARAL L E TO THEANCHOR SHAFT.
Q THE GROUNDANCHORSMttSTBEPWALLED70THMRFULL
DEPTH IN ACCORDANCE WRH THE MANUFACTUREE i'S.INSTRUCDONS
(LE. APPROVED FOR INSTALLATION IN THESOILTYPE WMCH
EXISTS ATTHE SITE, ETC.)AND MIST EXTEND BELOW THEFROST
LINEAND BE ATLEASrlr ABOVE THE WATERTABLIL
4.) ALL GROUND ANCHORSCONNECTED TOTHESIDEWALLFRALING
TIEDOWMS MUST BE PROVIDED WITH STAM MPLATES TO
MINIMIZE HORIZONTAL NOVEMENE
&18-0
LIVE OAK HOMES: NTS
• WITH FRAME TIEDOWNS CONNECTED TO STEEL
BEAMS CLOSEST TO MARRIAGE WALL
• _ ..NOTE:'
UNLESS SPECIFIED•ORNERWISEON OTHER DRAWINGS,
. ALL'TEDOWNSTRAPS AND GROUNDANCHORS
"SPECIFIED ON THIS DRAWING ARE IN ADDITION
-.TO THE TIEDOWN S.TRAPSAND GROUND ANCHORS
REQUIRED ATTHE SHEARNWLLS. -
WIND'ZONE 2 & 3 SU4.11-29
ENGINEER PLICABLE .. THIRD PARTY STAMP
t�A J. (W.". �,?I/
APPROVED BY
ONO
Sep-15,2011
�:�► "WE OF g Pi
CNSTRUCrIDN ACTORWNST
L-2 [OIISfIiUCTIOMAMDsacE,YSTAMDMDS
)NUAL
SYSTEM
IETHOD) ���' lttt!lsblAtlL�
SUDWA 3.12 ..
age Inttps:ilwww.eaapia.comim/e/page.cgrtstnct;page=zsuser=lonsct=sunwia=z2iti4pageia=lmoae=21 Page 32 of 94
DOUBLEWIDE SHEARWALL-TIEDOWN SYSTEM
EXCEPT FOR FULL WIDTH SHEARWALLS, INSTALL CONNECT (4) STRAPS ON TRUSS ABOVE SHEARWALL TO
STRAP OVER STEEL BEAM AND CONNECTEACH BLOCKING IN OTHER HALF WITH (4) #10 X.11/r SCREWS
END TO A DOUI3LE HEADED.GROUND ANCHOR AT EACH END.
WITH THE STRAP PLACED VERTICALLY WITHIN
r OF THE SHEARWALL.
FOR FULL WIDTH.SHEARWALL . i LOOP STRAP THROUGH
SLOTJN. SHEARWALLVERTICALTIEDOWN ANCHOR -AND
CONNECT EACREND TO DOUBLE HEADED GROUND ANCHOR.
gi,,r—STANDARD
CHASSIS .
PIER_(TYP)
INSTALL PIER BELOW EDGEJOIST OPPOSITE SHEARWALL.
G WHEN SHEARWALL TERMINATES OVER JOIST CANTILEVER.:
GROUNDANCHOR
INSTALL PIER WITHIN 8" OF SHEARWALL
BELOWEDGE JOIST (TYP).
ZLnnP.STRAP THROUGH SLOT IN SHEARWALL VERTICAL
TIEDOWN ANCHOR AND CONNECT EACH END TO,D.OUBLE
HEADED GROUND ANCHOR: SEE DETAIL "A" BELOW.
' WITH SIDEWALL FRAME•TIEDOWNS CONNECTED TO STEEL
BEAMS. CLOSEST TO MARRIAGE WALL
NOTE:
ALLTIEDOWN STRAPS AND CONNECTING HARDWARE MUST
BE CERTIFIED;BY.A PROFESSIONAL• ENGINEER'DR'A REC MMM
TESTING LABRATORYTOADECUATELYSUPPORTA 3160#
ALLOWABLE LOAD MINIMUM (ULTIMATE LOAD 4726# MINIMUM)
AND / OR TO COMPLY WITH ASTM W583.91.
ALLGROUND:ANCHORS SPECIFIED ON THIS DRAWING MUST BE
CERTIFIED BYA PROFESSIONAL ENGINEER OR A RECOGNIZED
TESTING LABRATORY TO ADEQUATELY SUPPORTA 3150#
ALLOWABLE WITHDRAWAL LOAD MIN. (ULTIMATE LOAD 4720 MIN.)
WHEN:LOADED AT AN ANGLE 45• FROM THE ANCHOR SHAFT, AND
A400D#ALLOWABLE LOAD MIN. (ULTIMATE LOAD 6000#MIN.) WHEN
LOADED PARALLEL WITH ANCHOR SHAFT:
848-07. 1 WLG. 0a1urn
LIVE OAK HOMES ANCHORAG
NTS ALL (FAR BEAM
TIEDOWN ANCHOR
WITH RADIUS CLIP
OR CHASSIS BEAM
EDGE CONTINUOUS TiEDOWN
OF HOUSE
STRAP
GRADE
DOUBLE HEADED
GROUND ANCHOR
"DETAIL "A"
TIEDOWN STRAP
INSTALLATION
WIND ZONES 2- & 3
Rt11111-_I-n
IN�4'J38!341�
APPROVED BY
*'
N
ep 16,2011
Pil
STATZ ��-INC
tlMORAN NUEDIM
A�r
CONSM
LOMSfilUCf10D"ApD SAFE7Y.SfAMDAPDS
SUDW -3.13
------- Page 33 of 9
INSF7EMGNFACHUMMMNO"MOWNANMORWB=70
ROTTOMOPEACHSTEEL&GEML INSPECTEACHWEEL
I-WAM TOVERWTHEF[EGUREDANCHORLOCAMONS,
- — - — - - — - — - — -
LoNcimatiAt*nEDGMSTRAP AMOMNDAt=DRMAYBE
���
ORIENTEDUPTOWUMMOMSTEELWAMAS
SHOWN. INSTALLONERAMISCUPONEACH MIDIWDINAL
TIEDOVYWANCH011BEFOREINSTALINGTHESTRAP
9W. FORAM WNWUMMALSTRAPSANDANCHOR%)
RAO
— - — - — - — - — - — - — ----
NOTE: REQUIRED LONGITUDINIALTIEDWON ANCHORS AREWEIMED 70 BOTTOM
OF EACH STEELI-SEAMATANAPPROXIMATESPACiNG OFllr4rMC-
FROM EACH ENDOFFUOOR(n? EACH STEEL WiEAP4
GROWMANCHOR.
DETAIL "A"
ISINMECONTINI.IOUSS'11RAPLOOPEDTHROI)SH
SL9T'Nt-oNGmwNALTmwmANCmm
WITH EACH ENO OFS7RAPTHREADEDImmm
GROMANCHORSIXTSLUM
—iw-twr 7
RADIUSCUP(SENDANCHORLW
/TOREWIRWANGW
SwmwAm
STANDARD CHASSIS PIER
(LOCATION MAY VARY)
2WMMZM
W-UMMUM
HORIZONTALGRADE'
VTIEDOWN
DOUBLE HEADED GROUND ANCHOR SAME
STRAP RATED WSW
AWHORAS SPECIFIED FoRsmEwALLFRAmE
ALODWABLEL00
TIEDOWNS.
'37RAPASSPECIFIEDFOR
SIDEWALLFRAMETIEDOWNM)
NOTE:
ALL LONISITUDINALTIEDOWN ORMINDANCIfft MUST. BE PROVIDED
WITH STABILIM PLATES To MINIMMEHOMWwAL movEmEwm
ch
SECTION"A-M
ANCHOR
RADIUS CLIP .
jNSTAI4ERT0 FABRICATE RADIUS CUPBYPLACING
:STRAIGHT W LENGTH OF I il4'X.035'MMWN STRAP
.IN ANCHOR SLOT AND MANUALLY 9ENblN0'THE STRAP
TO THE CONFIGURATION SHOWN
WIND ZONE
OF
I
MLIVE 6 Na"ANCH
AK.'HomES
F-.NTS ALL (RE
ASep 36.?OII7.
�N�:
-- -- - — — — — — w — --�� rage 34 OT to
ONE(t) FRAME71EDOVM WITH GROUND ANCHOR MUST BE
INSTALLED ON EACH LONSMIDINAL11EDOWN ANCHOR WELDED TO
BOTTOM OF EACH STEEL WEAK INSFECTEACHSTEEL
WEAMTO.VERIFYTHE REQUIRED ANCHOR LOCATIONS
LONGTUDINAL TIEDOWN STRAPANO GROUND ANCHORTO BE
ORIENTED 10'FROM SIM BEAM AS SHOWNa NJSTALL ONE RADIUS
CLP ON EACH LONGITUDINALTIEDOWN ANCHOR BEFORE INSTALLING
THESTRAP.(IYP.FORALLLONGRUDINALSTRAPSANDANCHOR4
a n
ON
10'-0`-+131 NOTE: REOUIREDLONGIIU NALTlMMMANCHORSAREWELDEDTOBOTTOM .
OF,EACHSTEEL I-BEAM.ATANAPPROMMATESPACING OF10-0'QC,
FROM EACH END OF FLOOR (M' EACH STEEL (-BEAM)... "
-9LOTIN LONGITUDINAL TIEDOWN ANCHOR
W)TH EACH END OF STRAOTHREAOEOTHROUGH
GROUND ANCHORBOLTSLOTS '
LCNGITuar
LONGRUDINALTIEDOWNANCHOR WITH
RADIUS CLIP (BEND'ANCHORLEG
.
TO REOUIREDANGLE)
SiMBEAM
STANDARDCHASSISFiER
(LOCATION MAY VARY)
2b'MOVIMUM
10' MAXIMUM
HORIZONTALGRAOE
INSTALLED
DOUBLE HEADED GROUNDAHCHOR, SAME
STRAIGHT311
TIEDOWN STRAP RATED 31$09 INANCHORS
ANCHOR AS SPECIRED FOR SIDEWALL FRAME
ALOWABLELOAD(SAME
TIEDOWNS
STRAPASSPECIFIED FOR
DETAIL
SIDEWALLFRAME TIEOOyWM)
cn
0
"
ALLL1.ONOYRIDINALTIEDOWNGROUND ANCHORSNIUSTBEPROYIDED -
WRH STABILMM PLATES .TO MINIMI&NORIZONTA1.M01�EMRiTB
REF.CA C.1-FED27,20016SUPPUEROATA
Gi
UVE_;bAK;HOldES
BN
SECTION .A K
TIEDOWN. RADIUS. CLIP
AlA
WIND ZONES 1', 2, .& 3
41011tilllrr su, III-32
TYPICAL SOOTING SPECIFI'CAT
16" A 16"
(1) - lr x 16".x 4" PRECAST FOOTING OR
(2) -16" x 6" x 4" PRECAST FOOTINGS OR.
0) -16" x 16" x 6" POURED IN PLACE FOOTING
SINGLE. OR DOUBLE TIERED PIERS
MAXIMUM PIER LOADS
1.M Lbs
2659 Lbs
3546 Lbs
4432 Lbs .
SOIL CAPACITY. (PSF)
1000
1500.
Woo.,
.26.00
24.. x l.w
(3) -1(" x $" x_4" PRECAST FOOTINGS OR
(1) -24" x 16" x 6" POURED IN PLACE FOOTING
SINGLE OR DOUBLE TIERED PIERS
MMMUM PIER LOADS
2666 Lbs
3998 Lbs
5332 Lbs
6665 Lbs
SOIL CAPACITY (PSF).
1000
1500
2000
2600
241x24"
(6) i 16" x 8"_ x 4"' PRECAST FOOTING-SHOWN.OR
(1) 24" x 24" x 6" POURED IN PLACEFOOTING
DOUBLE TIERED PIERS ONLY
MAXIMUM PIER.LOADS
4000 Lbs
.6000 Lbs.
6000.[A
.10000 Ws.
SOIL CAPACITY (PSF)
.1000
1500..
2000
2500
COMPRESSIVE STRENGTH:
PRE -CAST = 4000 PSI AT 28 DAYS
POURED INOLACE = 2500 PSI AT 28 DAYS
(2) -'POURED IN PLACE FOOTINGS MUST BE POURED OVER MIN. 4 MIL POLYETHYLENE.
(3) FOOTINGS SHOULD BE INSTALLED:ON STABLE; UNDISTURBED OR COMPACTED
SOIL WITH A MINIMUM ALLOWABLE SOIL BEARING CAPACITY AS SPECIFIED ABOVE WITH
THE BOTTOM OF THE FOOTING AT OR BELOW THE FROST LINE.
* E7�C;R�ER' : A ! 'MOM P'
ARiYsiAU
PIER,LOADS LISTED ABOVE: INCLUDE ! h,
THE WEIGHT'OF THE PIER & FOOTING ...
ti SVI '✓�"+� APPROVEMBY
t• Glioeat� _ S &eb 16,2009
.
$TATE CF cmEiuraxurneruxea xore
REF.CALC #1-JULY 16 2003 A9p �`[ Of % corsmarnoraxosncensrnronnoe
LIVE OAK HOMES
GETUP MANUAL
PIERHLOCKING DETAIL
SUDW-14
PIER
Pll
PIER AT ENDWALL
s
' sB1IGr! E 81.OdC . . ' OOUBLE BR.OGC
NOTM ONLY ONE HOME SEOPON SHOW(d FOR OAM Y
PIER(S): AT SUPPaIT POSTS
(WITHOUT TIE-DONN.'ANCHOI?�
silPPORT PO5i8 AEMWA GE *U. TMOM ANCHOR
WOOD BLOMNG
CAP BLOCK
PIER-DOMLE BLOM
.Plea IFREQtR
NQmONLY ONE HOME SECTION rloWNFORMARRY ALL WIND ZONES. SU'DW-14A
WI M.Ni,LWW PMARE uSQ,o ALIbW FOR-TffAX Mt - .. . .
67RAP, EACH PIER NEED ONLY SII VCW HA}F OF TM—WTAL
suPPORTPOsT LQAD
PIER(S)•AT•SUPPORT POSTS=+•%�"°°
APPROVED BY.
TH TIE=DOWN ANCHOR)
Feb 16,2009
-•!�a INC.
rev amw FEDERAL -MANUFACTURED HOME
CONSTRU= AND SAFELY STANDARDS
SEW MANIJ&
LWE' OAK HOMES T2@-06 VIA.G P�iBDGCIQNG:0Et74H; I
� . AFL UARRIAta'ELWE1RiPQ73tS
SIDEWALL. "Z" SHAPE OR .
I -BEAM HEADER
II
OUTRIGGM
WELD WEB TO WEB WiH MIN.j FILLET WELD FOR
If WSHAPE'OR .
11 GBEAM i�ADER
ENTIRE CONTACT HEIGHT-. EXTER WFB AS SHOWN
!1
ENDWALL
WITH 1-B.FAM HEADER (WELD 1 SIDE) .
I! -PIER•
1
'
EXTEND WEB AND WELD Wr H MIN. j- FILLET �� 4
MAIN i•BEAM
WELD FOR ENTIRE WEB HEIGHT BIDE)..
-----
-----_--
STEEL I -BEAM FILLER
CROSS HITCH OR OPT.
(SAME.SIZEIGRADE AtMAIN I -BEAM) MEMBER DETACHABLE HITCH
MAIN STEEL 1-SEAM PIER'
DETAIL MEW OF 12' WIDE
OVfii1GGER FOR �p�. .
ANGLE BAY
r AtM E WAU- .
`SUPPORT
SIDEWAII
s6TH.MAIN.mm AND HEADERAT
P1ER•
ANGLEBAYCORNERIAM.BLOCKPiMt -
IV -IV WIDE ANGLE BAY.WINDOW FRAME:DRAIMNG
.
�
` �tltttlN/1llll!/
APPROVM13Y.. .
ONFeb
ifi;2009
INC.
a bVE OAK HONES
M8
J1Ll ANDLEBA LHHOOW 19NG
SUDW-15'
Install Stabilizing Systems
This section covers the design and installation of the stabilizing system which secures the:home against lateral
and upward forces caused by wind, The system covered here uses earth (or ground) anchors and.steel straps
connected to the:home's longitudinal steel beams and/or exterior walls; Stabilizer plates.may.also be:used to
prevent the anchor head from moving laterally in the. ground: An anchor, strap, and stabilizer plate (if.used)
together are. referred to as a tie -down.
Anchors can also be mounted in concrete footings whenthere is enough: concrete mass (.weight) to -resist the
lateral and upward.forces. This type of system is. not covered in this manual and must be designed by
professional engineer or architect to site conditions per local codes.
Follow the Steps below:
♦ STEP LbETERMINE ANCHOR -LOCATIONS
V STEP 2. DETERMINE TIE -DOWN CONFIGURATION
V STEP 3. SELECT ANCHORS:
1 STEP 4. INSTALL ANCHORS APPROVED__ BY.
V STEPS. INSTALL STRAPS itevised
iNC
♦ STEP 6. TIGHTEN AND ADJUST STRAPS Marx5,2011
.
. FEDFW4L YAMUFACiUr1E0!lDYE
STEP 1: SIDEWALL FRAME ANCHORS CONSTRUCTION AND SAFETY STANDARDS
Use Tie down Table to:determine the spacing between anchors for Wind Zones 1,. 2 & 3,respectively. Spacing
requirements will vary depending on the type of home (single or multi -section), the slope of the roof, the width
of the floor for each section, the sidewall height, I-beam spacing, and the height from the ground to the strap
attachment point. Determine the values for the home: Using the table for the appropriate wind zone,:determine
the column and row that corresponds to the characteristics of the home. The value on the. tables is the maximum
distance between anchors. Keep in mind that sidewall frame tie -downs must be located:no more than two feet
from each end .wall. At wind zones 2 &3 vertical ties (through SP-10's on sidewalls)-are required at every
diagnal tie (not required in wind zone 1).
Maidmum spacing requirements. The local authority having Jurisdiction may have anchor spacing requirements
that,supersede,the. values provided in this manual.
Typical anchor locations for a
double -section home in Wind Zone 1.
Tie -Down
I -Boom
End WDII
Tie -Downs
(Some Houses)
LMo rriage
Line
Ker.
AnchoFHead
1-^Strap
Vertical Tie -
Down
Typical anchor locations fora double-
C #IAn i..ln to/Inter 7Ann q D 2
Max. height from ground to top of I-beam 18" min ht. - I -Beam spacing 95.511o.c.:
Tie down -tyee
Near
beam frame. tie down
Far beam frame tie down
4/12 or less roof pitch
wind z-1
.12' o.c.
wind z-1
10' o.d.
wind z-2
5.33'.o.c.
wind z-3
5;33'.o:c.
wind zone 2 & 3 using anchor
rated for.6000#ultimate, 4000#
allwable load: Anchors 5'-4"
spacing
Max pier ht. 9' ceiling: 60 in.
for all widths wind zone 2 W.
Max anchor. spacing.
156"&1581 312"&314:'wides-:8' ceiling.:..
2311.
..32"
. -37"
26"
178%1.8017 356%358" wides - 8' ceiling
32"
4W
52"
38"
156"&158" / 312"&316" wides - 9' ceiling
178."&180" / 356"&358". wides - 9' ceiling
N/A
. 27" .
319
N/A
. 241'
38" .
. 44"'
30" ..
Install anchors &strap, (3150# minimum rating) through factory installed brackets on marriagewall.
openings (z-2 &3). LIVE,OAK HOMES
SUDW-16
STEP 2. DETERMINE TIE -DOWN CONFIGURATION
There are two primary.tie-down configurations: the near beam and the far beam methods. if the anchor
spacing selected in the appropriate anchor table.has an asterisk (*) or noted as fear beam method then .use the
far beam method, Otherwise, use the near beam method. Each`method varies by Wind zone as described
below.
Near beam.method.. For all Wind Zones, connect -an anchor strap from the anchor head to the beam closest to
the anchor.. in addition for Wind Zone ll, connect a vertical strap from the sidewall of the home to the anchor
head using a double -headed anchor.
Far beam method.. For Wind Zone I connect anchor straps from the anchor head (using a. double -headed
anchor) to both of the home's main frame beams. For Wind Zone II connect one anchor strap from the anchor.
head (using a double -headed anchor) to .the home's far beam and one to the sidewall of the higV0�►� "t111110,,'i,:
NaarDaam.
Frame Tlo-P wn
(Omt In Nfnd
Iona II and III)
vaiocal6ldawaII
Tle•Down "d
Zoma II and III
Onw
DO
Angle
on
STEP 3. SELECT ANCHORS Lateral tie -down configurations
Use the torque probe results from Prepare the Site, STEP 5. DETERMINE SOIL-BEARIN
LINE and the anchor manufacturer instructions; select the type and length of anchor to use: The installed ground
anchor size (length) must:be listed (i.e. approved) for the soll class.
Make sure the anchor is of sufficient length such that the top of the helix is below the frost line. Select a shaft
diameter sufficient to.resist excessive torsion, "ring -off' (when the helix or anchor head separates from shaft) or
shaft spllfitting: Consult the anchor supplier for guidance.
Review all of STEPS: INSTALL ANCHORS and STEP 4. INSTALL STRAPS before making final anchor selections to
determine when single -headed vs: double -headed anchors should be used.'Follow the MFG. specifications when
selecting stabilizing system components.
ALTERNATE TIE DOWN SYSTEMS. It is acceptable to use any proprietary tie down system provided that complies
with the following conditions:
Systems must -be listed by a:nationally recognized third party agency.
System must be:approved by a professional. engineer.
System must be installed in accordance to the Manufacture's installation instructions.
Some of the systems, which have been approved for use,: include: Vector Dynamics, Oliver:Teehnologies Inc.,
Tiedown Engineering Xi2, as well as.any other company complying with the conditions listed above. It - is important
to insure that any.tie down system being used has been rated for the wind load application.in which the home is
sited. Anchors must have a minimum design load rating of 3150 Ibs (4725 fib working load).,
ANCHORS: Anchors must be tested and listed to resist a minimum ultimate load of 4,725 Ibs and a minimum
allowable working load of 3,150 Ibs or ultimate and corresponding working load limited by soil conditions and
anchor length.�The working load is the maximum load thedesigner can use.. Ground anchors must.be provided with
protection against weather deterioration and corrosion at least equivalent to that provided bya coating of zinc on
steel of not less than 0:30 oz per sq ft of surface coated.
STRAPS: Straps must be -minimum 1-1/4" x 0.035" zinc-coated.(0.30 oz per sq ft) steel strapping conforming to
ASTM.D3953-97, Type 1, Grade 1, .Finish B with a minimwm.allowable working load capacity of3,150 Ibs and a
minimum ultimate load of 4,725 Ibs. Slit or cut edges of zinc -coated strapping do not need to be zinc coated.
STABLIIZER PLATE: The size and type of stabilizer plate, if required. by the ground anchor manufacturer,:will be
specified in. the anchor manufacturer's instructions. Stabilizer -plates must.be- provided with protection.against
weather deterioration and: corrosion at least equivalent to that:provided by a coating of zinc on steel of not less
than 0.30.oi per sq ft of surface coated. Alternatively, ABS stabilizer plates may be used . when- listed and certified
for such use. LIVE OAK HOMES APPROVED BY
Revised
N P Apr 09,2009. SUDW-17
INC:
FEDERAL NANUFACrUNED NONE
rnNCTournnN ANn CACFIv CTANnAPnC
STEP 4. INSTALL ANCHORS.
Before. beginning anchor installation, check.for obstructions under the home. such as piers and frame
members that may lnterfere with the tie down strapping. _Check withutility companies to determine.the
location of underground utilities; such as electrical and phone lines; and water, sewer, and gas pipes that may
be buried in potential -anchor locations; Also check for homeowner�instalied wires and. pipes; such as those
connecting exterlor lighting or sheds to the.home. These must also be avoided.
FRAME ANCHORS
Frame anchors can be installed in two ways, in -line and against a stabilizer plate. The two methods are
discussed'below:
In -Line Configuration
The in -line configuration for homes can be used in Wind Zone I only. Typically, in -line anchors are used under
high homes where the anchors can be.installed from under the home after the home is set. In -line anchors
can also'be installed before the home is set; however, precisely aligning the anchor with the home both
vertically an horizontally -is difficult. Using swivel connectors for the strap -to beam connection can provide
some horizontal flexibility.
To install in -line frame anchors, drive'the anchor into.the:ground at an angle and location such that a straight
line can be drawn:from the: tip of the anchor through the anchor head and to the connection point on the I-
beam.
Main Main
Beam Beam
Sldewell Frame Sldewell Frame
Tie -Down Strap Pier Tie -Down Strap Pier
Ground Ground Anchorwitn
.Anchor, StablllzerPlafe —�
In -line anchor configuration.
Stabilizer plate configuration
APPROVED.BY
WN Revised
Apr 09;2009
INS.
FEDERAL 111011FACTURED HOME
CONSH11117r10N:AND SAFETY STANDARDS
Stabilizer Plate Configuration
Stabilizer plate configurations are suitable.for homes in all wind zones. Anchors may installed after the
home is set. A stabilizer device, typically a metal.plate, is used to prevent the top of the anchor from slicing
through the soil when the load is.applied. Stabilizer plates are available in a varietyof.widths: Choose the .
widestplate:that can be driven. into the soil to maximize resistance•to movement. The: local authority having
Jurisdiction may have stabilizer.plate requirements.
Install anchors with: stabilizer plates as follows:
1. Locate anchor. Select a location for the anchor underthe home but within six inches. of the exterior wall.
Avoid locations that will interfere with skirting.
,%►tltlt111lffl///� Ream
ref Tiger _. //i
IVE OAK HOMES
SUDW-18
il.
2. Install anchor. To assure that the anchor attachment point will end up at the stabilizer plate, start the anchor
insertion approximately 12 inches: back from the desired location if using a 48 inch long anchor, or'approximately
16 inches If using a 60 inch long anchor, Install the Anchor at about 1S:degrees.off vertical;.with the head tilted .
away from the home. Install the anchor to a depth. of approximately one half its length,
3. Drive stabilizer plate. Drive the. stabilizer plate Into the -ground tolts full depth at the point.determined In Step
1. .
4. Complete'anchtar.installation. Screw the anchorthe rest of the way into the ground, The finished anchor must
be installed to its full depth.
VERTICAL ANCHORS
To install vertical anchors, screw the anchor into the ground directly under the.strap attachment point on the
home until the�bottom of the anchor head is.flush with the ground or no more .than one inch above grade.
STEP S. INSTALL STRAPS
Follow the instructions below to connect straps from the home to sidewall frame, end: wall frame and vertical
anchors.
Always protect straps at sharp corners including around I-beams.with radius clips orother methods. Radius clips
may be fabricated from 26ga .(min) by 1 %-inch wide:galvanized steel strap formed to fit around corners.
Long1tudaI
Bracket
a -
Radius clips
Protoct'rop.and
Bopom.o seamlf I•Beam
Strap Is Wrapped,
AroundSeem.
Revised
or0'`9,, 2009
NCO..'
SPLICING STRAPS
Splicing -may be. required whena,pre-cut strap is of.insufficient.length. Splices in tie -down straps are not
permitted in a'Y' configuration. Overlap straps by 12'inches;:applying:one splice clip from above and the other
from below;, use a crimping tool to tightly seal the splice clips (Figure 71). Do not run any.portion of the. splice
through.an anchor head bolt.
Tie -down strap splice
LIVE OAK HOMES
SUDW-19
SIDEWALL FRAME ANCHORS
.Install -straps-to'sidewall frame anchors:as follows:
Connect strap:to home; Connect one, end:of the strap to the home connectionpoint using approved buckles or
clips (swivel or hook clip preferred).
T.
ay
O1 Wrap strap around main 2 connect hook totopor
bearir main.beam and connect
other. end of strapto
anchor head.
OInsertthatensIon bohinto the �Place the strapthroughthe slotted
anchor head and loosely attach / shank of the tension bolt and bend
the hex.nut up to W,
APPROVED -BY i \
ONA.],NCO
.Revised
.pr.09,2009.
FEDERAL MANUFAMREO HOME
CONSTRUCTION AND SAFETY STANDARDS
0
Regardless of the strap supplier's
recommendations, the strap.
must be connected .to the top of
the mainbeam to.prevent .
damage to the structure.
Using a 15116" socket oropen en
Wrench' , rotate clockwise,wia*
the strap around thetension.bolt
O Once tensioned to.the point that
�. Once fully tensbned align the
If approved by the manufacturer,
counterclockwise resistance
square neck of 1he.botwith the
double head anchors may be used
appears, use a 5/81open end
square recess in theanchorhead
for both diagonal and vertical
wrench to hold We square neck
and'tighten the hex nut: This will
tie -down strap tensioning.: Tension•
while repositioning the I&W
draw the two togetherandlock the
the diagonal tie -down strap first
tens toning wrench to continue
system into'finalpostion.
Follow Steps 3 through 7toinstall.
tensioning. Repeatas required
straps to anchorhead
Procedure. for connecting the strap to frame and anchor
.Pretension anchor. For anchors with stabilizer plates, pretension the anchor by pulling it up to.the
stabilizer plate using the strap and take-up bolt to move.the anchor head: Continue pulling the strap until
the plate moves a small amount (about,1/2 inch): This is called packing the plate and it will yield the
strongest resistance (the bottom of. the anchor head should be maximum 1/4 inch above the top of the.
:stabilizer plate).
STEP 6. TIGHTEN AND ADJUST STRAPS
After all. anchors have been installed and pre -tensioned, recheck all anchor straps to assure that they are
tight and that the anchor shafts have remained in contact with the stabilizer plates. Do not over -tension
straps.
END WALL FRAME ANCHORS
Attach straps to the bracket welded by the manufacturer to the frame (see table) : If no brackets have
been installed, use approved beam clamps designed.specifically for this purpose; available from anchor
suppliers. Connect straps to anchors following same.procedure, as for sidewall frame anchors
LIVE OAK HOMES
SUDW-20
LONGITUDINAL TIEDOWN STRAPS AT FRONT AND
CHOR STRAP LOCH'
c-_ c-s.
*4min
50 DEGREES 2 V YQi
anchors:per end req at'16
at W ceiling ht. in wind z4
50 DEGREES 4*
6 min. anchors per end req
at 9' ceiling ht. In.wind z-3
NO LONGITUDINAL STRAPS ARE REQUIRED FOR HOMES LONGER THAN W FOR WIND ZONE 1, 8' MAX: CEILING HT.
NO LONGITUDINAL STRAPS ARE REQUIRED FOR HOMES LONGER THAN 69 FOR WIND ZONE 1, 9' MAX. CEILING HT.
Locate strap no
more than 1 foot
I from either side I Locate strap no Locate strap no
f main.l-beams more than 1 foot more than 1foot
SINGLE SECTION.
STRAP SPACING -REQUIREMENTS
Front or rear.of—\
the unit
Main I-beam
Tiedown strap
Ground iever—\ Measure
Ground 4
anchor Place anchor at a distance
LONGITUDINAL STRAP INSTALLATION'DETAIL
Notes:
from eitherside om either side of
u u
u u
DOUBLE SECTION
STRAP SPACING REQUIREMENTS
04/02/2009
Main Beam
Bracket
Pier
End Wall
Tie -Down
Strap 45 - 50
Degrees.
I I _ _
�I
Anchorwfth .
1-110.1 1-1 11=1 I I —I �- Stabilizer Plate — I I
—1 I I-1 11-111-1 I I —III —,I I
I -1 I I � 11 I I I I I II 111 I I I=1 I I—III-1 I I=1 I I''
ALT LONGITUDINAL STRAP INSTALLATION DETAIL
1. Longitudinal tie -downs are in addition to diagonal tie -downs at the sidewalls. Longitudinal straps should be
installed at front and rear of all homes at each I-beam location per above details.
2. Longitudinal anchor must be rated for 31504 (design load) at Wind Zone 2 and 3100# (design load) at Wind
Zone 3-Anchor should be certified for these conditions by a professional engineer, architect or a nationally
recognized, testing laboratory as to their resistance, based on: the installed angle and type of soil in which the.
anchor is installed. Steel anchoring equipment exposed to the weather shall be protected with at least 0.30 oz. of
zinc per square of steel.
3. Ground anchors must be installed to their full depth and embedded below the frost line and to be at least 12"
above the water table.
4. Care must be at.sharp edges when tie -down straps are connected to framing members. Sharp edges .
could: cause premature failure of the straps. Installation of thick rubber or "U" shape steel between the tie -down
strap and the frame is one method to protect the sharp edges.
APPROVED:BY
Revised ..
LIVE OAK HOMES ON Apr 09,20Q9
INC. SUDW-21
' FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
PORCH POST 'ANCHORAGE SYSTEM
ALLWIND. ZONES
IN ADDITIONJO- STANDARD TIEDOWNS. .
INSTALL TIEDOWN STRAP AT ANCHORS
ON. PORCH POSTS/SUPPORTS--ON THE
MARRIAGE WALL. AND SIDEWALL AS SHOWN.
INSPECT ALL' PORCH: POSTS TO. VERIFY
ANCHOR LOCATIONS AND.'INSTALL'TIE=-
DOWN STRAPS ON EACH ANCHOR.PER
THIS DETAIL
TIEDOWN 'ANCHOR"' .
W/. RADIUS CUP
EDGE OF HOUSE
-LOOP CONTINUOUS
�� jfDOVAI STRAP '
ROUGH SLOT IN
TIEDOWN ANCHOR
AND CONNECT EACH
END OF -STRAP 70-
pETAI „, GROUND ANCHOR
71EDOWN':STRAP GRADE
INSTALLATION
DOUBLE HEAD-
GROUND'ANCHOR.
*ANCHOR. FACTORY INSTALLED .
PORCH SHOWN: ON A
DOUBLE WIDE HOME —
PORCH PORCH. MAY BE ON
POST/SUPPORT SINGLE WIDE HOME
TYP
STANDARD FRAME
TIEDOWNS NOT. SHOWN
PORCH TIE —DOWN STRAPPING GROUND ANCHOR
PORCH POST/SUPPORT
SIDEWALL VIEW
" NOTE:
ALL MEDOWN STRAPS AND CONNECTING HARDWARE MUST.BE
DETAIL A CERTIFIED BY A .PROFESSIONAL ENGINEER OR A RECOGNIZED
TESTING LABORA70RY TO ADEQUATELY SUPPORT A 315D#
ALLOWABLE LOAD MINIMUM•(ULT)MATE LOAD 4725# MINIMUM)
AND/OR TO COMPLY WITH AS7M.133953-91. - -
OWN STRAP -INSTALL STANDARD GROUND ANCHORS AS SPECIFIED ON
THE 07HER SET—UP MANUAL.DRAWINGS FOR THE APPLICABLE
WIND ZONE
REQUIRED PIERS 'AND' FOOTINGS 'BELOW THE PORCH' POSTS
AND/OR ROOF SUPPORTS SPECIFIED ON OTHER DRAWINGS
P.E. SEAL
THIRD PARTY
REVISIONS
T A
Ll Y L' OliiL HOMES
l�/ie�i��iik,i
Al�P� •
1CIQAjp`*
'•I I.e
6/13/1i
APPROVED BY.
7Ym.16,2Oil
FEMMUMUFAMWIJOUR
L.
BYP
DATE
PORCH ANCHORAGE
SYSTEM
DRAWN BY. CRP_
DAM 6/13AI
DAMA NO»
SCs N.T.S.
SUDW-22
APPROVED BY
e'-O' NAX_�_l
SIDEWALL PIER W/FODTTNG—
'20
Nrri ��.
_
� � a® �� �-' -
CON571111t71DpAND50.SE9Y9 STAIIDAAAS .
ALL PIERS BELOW EACH CHASSIS STEEL
.BEAM PER THE STANDARD STEEL. BEAM SUPPORT
PIER SPECIFICATIONS IN THE tET-UP MANUAL
CHASSIS STEEL
BEAM ENDWALL
INSTALL A .TIEDOWN STRAP ON' THE VERTICAL
ANCHOR AT THE PORCH POSTS, -AND ENDWALL.
IN -EACH MODULE PER THE STANDARD.
Rn
VERTICAL TIEDOWN' STRAP INSTALLATION .
SPECIFICATIONS. IN THE SET-UP MANUAL
MATE UNE
INSTALL. PIERS AND FOOTINGS WITHIN 6 INCHES
OF EACH VERTICAL.TIEDOWN ANCHOR: SIZE
— — — — . — — —
.
THE PIERS AND FOOTINGS PER STANDARD SIYJNG
SPECIFICATIONS: IN THE SET-UP MANUAL
CHASSIS STEEL ENDWALL
BEAM
INSTALL PIERS. AND FOOTINGS 6 INCHES
.WITHIN
OF EACH VERTICAL 71EDOWN ANCHOR; SIZE
THE PIERS AND FOOTINGS PER THE STANDARD
SIZING_ SPECiFlCAT10N5 IN THE SET -Up MANUAL
TYP EACH SIDEWALL
SIDEWALL
INSTALL LONGITUDINAL FRAME TIEI
PER -THE STANDARD TIEDOWN.INS1
CONNECT ONE FRAME TIED.OWN .TO
AREA SHOWN A13OVE-BELOW:EACH
ov
No 0033841 lA y
±o STATE OF 4.
OR A
6/13/09 .
MST'
MANI
4S AND TRAVERSE WIND FRAME TIEDOWNS
klION SPECIFICATIONS IN THE SET-UP MANUAL -
N VERTICAL TIEDOWN INSTALLED IN THE PORCH.
:WALL (ONLY SHOWN THIS LOCATION FOR CLARITY)
APPROVED BY
OR PMl .Rill 1A,2011
n1 ALL WIND ZONES
I� ALL ROOF .LOADS.
F�E'ML M4NUFACfURID HUE,
mWsmuciaHABo sasfTv srA�mAnos
\ MOWN STRAP ON. THE VERTICAL.
AT THE PORCH POSTS AND.ENDWALL
STANDARD .VERTICAL TIEDOWN STRAP
TION SPECIFICATIONS IN THE SET-UP
TYP EACH SIDEWALL
.LIVE OAK HOMES.
MUBLE:. WIDE 8' GABLE 'PBRCH
WITH PbAtH PBST AT NIDSPAN
SET-UP PLAN
SUDW 23
ALTERNATE -ROOF FASTENING
TO�IL4DDINLi6f10RiM1�00DBC�1c MSSP8CF7� W10RFEROlIA11481faS
:. 10'liTtIP�95d�iFJ.1'(at60.tkUM1�iI�. &f1�6li:Rr1DECAPPOtA�F
i�J.TiiNBT AEDOtw MSTT OFf3H1lI01ESR. SllitlofEtlRR01LROOl k33FAf
��U1YAl£Nij�1AY.8ffL�OCA18bQ�rt.YA9CVE oETAdS gi0711�i
(ASSH molR6♦A1Ar"MMCAP.
tioop8'HEA7ilfIl�AND
Me
ROOFN6PAPEii(fYp,► -
SE�TABLE �
LA6b'Cilt9lUil'A>ffilIlYBPeM�tG
SPAOM
1agS 78"Q& T�rPICAt+ �Afl7ORYRlBi'A
so1�o�Tst��.�t�t�vs�loMon�otia�cs
MYet1f�(ImolfKO TABiEFORfNA%st'IN,
mom
bY8lAlis9NADDR10RtOifAREiAi ANDQEf74 W
il2THE INVO 11IPAGMINTAM
DUML'A'
ALTERNATE FLOOR-FASTEMNO
Tomusmwumopwo00SBR8n of101HERORAWfm
. WI,F1DlJAEOA� a
WAOM-
yr frwco,�
XW. $P1 71C@D6liJOf819M�F2D
��zaksarcs. �aa�
f1d1tStlNEflIB.DIIdIP.fq q/07D�[E VAMTi WM&fODUMAMlNHACE. AT7FEMNL t l9p1B�E
70 1A(J�fi1QtiA�l7b�l0OpLT/p1ClylOOD OJONMAMMMAM ING..M. �I108i EY118.70 N8TiiilED
eEAra7Mt�q AucfrtONto7e ia�re ft-Mm6mJ0Y8m"-w1N=1`Im4" AT45D&NMmHEF"
VIRi AftsFFL01f8MQRFlXWM8H=' HDRMDWftwR VMAQf AMT
7Nt:UNBCFEMU171 BUMARMl4 W MWOMANOMOM.OPPOBIIE
TORE IN t9iQINBil718rlamm B BJDESoFblR1EUNEA8.8HOWM
map
ti ! Oi0l1GSHCAl4pTG7T�Ot<fA3
• •• IR1Bi'OE/ASQ6dy11iHA1Nm.WB0�1�tWF0It
OItHOLE0.
UVE OAK HOMES
APPROYEDrP
BY
ON006.
F'1pbI (/�1�l6 , 2009
FkDERAC YANUFACTU NOYE
COMSRIUCT[ON AND SAFETY STANDARDS
SUDW-28A
WIND ZONE 1
MAXI M PACINGS
HOME SIZE
WIND
ZONE
MAMMUM
SIDEWALL
HEIGHT
MAX. SIDEWALL
FRAME
TIMWN SPACING
15W FLOOR.
W/ 6" O.H.
DOUBLE HIDE
i
9'-0'
SEE
DRAWINSW-G-3
178' FLOOR
W/ 6".O.H.
DOUBLE WIDE
1
W-W
M
DRAWING Sw-G-3
(FUMD)
O.H.- MAX. SIDEWALL ROOF EAVE .OVERHANG
ROOF PITCH < 20 DEGREES
M_ AXIMUM .VERTI AL MEDOWN TRIBUTARY DISTANCES
(ANCHOR INSTALLATION PER DWG SW-FA-9)
FLOOR WIDTH
HAND
ANCHOR
MAXTRIB.
DISTAA�pBE�E
MAX: TRB..DIST.
WpH�ENNE�COLS IN BOTH
ZONE
FASTEN�NG
&*
7?Ij 7HE ECG
OWN
GROUND. ANCHOR
158 " FLOOR
1
ELIXIR S20 W/
1l - ' M.
-- --
64'-0'
-----=-
UDGR BP-10
30'-0'
----=-----
178' FLOOR
--
ELMR BP-10
2W-0'---
ELXiR. S20 W/
16-#8X2" SCR.
-------
----------
am BP-10
- - - - - - - - -
ELDQR S20 W/
-
- --
ELIXIR BP-10
ELIXIR S20 W/
16_ LBX2' SCi2
---- --
- --
-- -
------
ELIXIR OP-10
---
L].DOR S20 W/
16_�X2_ SCR
---------
ELDQR BP-10
-----------
-�X�2'OSCIi
1166
-------
---------
ELIXIR BF1.10
----------
*SUM OF TRIB._ DISTANCES FOR BOTH COLUMNS CANNOT EXCEED
THE VALUE SPECIFIED.
ALL GROUND ANCHORS - SPECIFIED ON THIS DRAWING MUST BE CERTIFIED
BY A PROFESSIONAL ENGINEER .OR. A. RECOGNIZED TESTING. LABORATORY
TO. - ADEQUATELY SUPPORT A '3150 LB. ALLOWABLE. WITHDRAWAL LOAD
(ULTIMATE LOAD -o 4725 LB) MIN: WHEN LOADED AT A .450 ANGLE FROM THE
ANCHOR SHAFT AND A 3150113 ALLOWABLE WITHDRAWAL LOAD (ULTIMATE
LOAD = 4725 .LB) MIN. WHEN LOADED PARALLEL. TO YHE.ANCHOR SHAFT.
j r`4��o
MINIMUM GRADE LUMBER IS SPF UNLESS OTHERWISE NOTED.
%N'.%
3F 9 �IOS
=�I . 1•=
APPROVED BY
pr. 01,2009
I'��°
NC.0-telf
3079 Df
�i�++jp
.
roM"
3/18/09
UVE OAK HOMES
DA
Lftvlblu!450
DRAM BY.,
NX
lE5 '
ANCHORAGE SYSTEM
SHEET
sw-G-
(FACT.)
31 ROQtN00D tATE
WILLIAM J. KALKER, JP-, P.E. y aacee
CO T9i6 BiGR R (YAlI P81-1i67
MIS A P; n thri i ('A-.q1 1-1 1; Dr
c+l ir%rwi 4%ug w
VVVWY—%Pl.I
MAXIMUM TIEDOWN SPACINGS.
WIND ZONE 1
FLOOR WIDTH
WIND
ZONE
MAXIMUM
SIDEWALL
HEIGHT
MAX. SIDEWALL
FRAME.
MEDOWN SPACING
(NEAR BEAM)
MAX..MARRIAGE
WALL FRAME.
71EDOWN SPAC3NG
MINIMUM
STEEL BEAM
HEIGHT
�lok
MAXIMUM
STEEL BEAM
HEIGHT
IG
GROUND
ANCHOR
6ACKANGLE
156FLOOR
W/ 6" O.H.
DOUBLEWIDE
1
9'
10'-0' O.C.
N/A
24'
4U'
00
17W FLOOR
W/ 6' O.H.
DOUBLEWIDE
1
9'
10'-0' O.C.
N/A
24'
41V
O°
O.H,= MAX. SIDEWALL ROOF EAVE .OVERHANG
ROOF PITCH < 20 DEGREES
HEIGHT' FROM GRADE TO TOP. OF STEEL BEAM
APPROVED BY
ALL GROUND ANCHORS SPECIFIED ON THIS . DRAWING MUST BE CERTIFIED �N C .- .09
BY A. PROFESSIONAL ENGINEER .OR . A .RECOGNIZED TESTING . LABORATORY N ..
TO. ADEQUATELY. SUPPORT A. 3150 LB ALLOWABLE WITHDRAWAL LOAD
(ULTIMATE LOAD '= 4725 LB) MIN: WHEN LOADED AT 'A 450 ANGLE FROM THE
ANCHOR SHAFT AND A 3150 LB ALLOWABLE WITHDRAWAL LOAD (ULTIMATE.
LOAD = 4725 LB) MIN. WHEN LOADED PARALLEL TO THE ' ANCHOR SHAFT. ���•s��er i��4
SPECIFICATIONS ON THIS DRAWING SUPERSEDE ALL .OTHER SPECIFICATIONS
SHOWN ON OTHER DRAWINGS AND/OR IN THE SET—UP MANUAL . .
DURING ALL 71EDOWN INSTALLATIONS. PROTECTION MUST BE PROVIDED TO
ALL 71EDOWN STRAPS AT ALL SHARP CORNERS.
LICE OAK HOMES
.3AGAM
0 E : ARM
S'REMS101ft
5;;ALE, RM
ANCHORAGE SYSTEM
SHEET
SW-6-
.
WILLIAM J. KALKER. JR.. P.E. � CT WOW
-t*MLTM @"am (M)26"W
.. CA-SU-15.0 thru CA-SU-15.25
SUDW 37.2
WIND ZONE 2 AND 3
MAXIMUM .TIEDOWN SPACINGS
HOME SIZE
WIND
ZONE
MAXIMUM
SIDEWALL
HEIGHT
MAX. SIDEWALL
VERTICAL/FRAME
TIEDONIN SPACING
158" FLOOR
W/. 6" O.H.
2
9'-0'
9'-0" O.C.
DOUBLE WIDE
178"_ FLOOR
W/ 6" O.H.
DOUBLE WIDE
2
9'-0"
10'-0. O.C.
158" FLOOR
W/ 6" O.H.
3
9'-0"
7'-0' O.C.
DOUBLE WIDE
1V FLOOR
W/ 6"_ O.H.
DOUBLE WIDE
3
9'-0'
8'-6. O.C.
MAXIMUM VERTICAL .TIEDOWN .TRIBUTARY DISTANCES
(ANCHOR .INSTALLATION PER M. SW-FA-9)
NAND
ANCHOR
MAX IRIB.
DISTANCE
MAX.in. OIST.
WHEN. COLS INNSB01H
FLOOR NADTH
ZONE.
F;S"UNG
FVE Ter
H10 ?HE _WCW
71EDOWN
GROUND ANCHOR . .
EUAR S20 W/
18_�X2-
._6.
156" FLOOR
2
SCR
ELIAR BP-10
---------
12'-0"
----------
2W-r
178' FLOOR
2
ELIXIR S20 W/.
18.-#B)W SCR
-------
2._4"
---------
2r-4"
ELIXIR BP-10
10=6"
----------
22'-4"
ELIXIR S20
%
SCR
-------
— — — — — — — — —
----------
EUAR BP-10
ELIXIR' S20. W/
1560. FLOOR
3
16_�X2_ Sqi
._2.
— -- —
2W-2"
— --- —
20'-r --
ELIXIR BP-10
w-8"
EUXIR. S20 W/
178" FLOOR
3
.1.6—#8X2__SCR
17'-9----
--__17_=_8----
EUXIR BP-10
8'-60
ELIXIR S20 W/
16_�X2—.SCC—RR
---------
----------
ELIXIR BP-10
EUAR S20 W/
it_ X2".SCR
-------
----------
ELIAR.BP-10
----------
O.H. MAX. SIDEWALL ROOF EAVE OVERHANG *SUM OF TRIB. DISTANCES FOR 80-114 COLUMNS CANNOT EXCEED
ROOF PITCH < 20 DEGREES THE VALUE 'SPECIFIED.
ALL GROUND ANCHORS SPECIFIED ON THIS DRAWING. MUST BE CERTIFIED
BY A PROFESSIONAL ENGINEER OR A RECOGNIZED TESTING LABORATORY
APPROVED
wTaPr
BY
01,2009
TO ADEQUATELY SUPPORT A 3150 LB ALLOWABLE WITHDRAWAL -LOAD
'45°
INC.
(ULTIMATE LOAD = 4725 LB) MIN. WHEN LOADED AT A ANGLE FROM THE+..AN
SHAFT AND A 3150'
ANCHOR LB ALLOWABLE WITHDRAWAL LOAD ((ULTIMATE
LOAD 4725 LB) MIN. WHEN LOADED PARALLEL
. = . To THE ANCHOR SHAFT.
MINIMUM GRADE. LUMBER IS SPF UNLESS OTHERWISE_. NOTED.
o �t.
•" G't��,
REFERENCE THE 'AVERAGE .FRAME TIEDOWN SPACINGS' TABLES FOR
OPTIONAL TIEDOWN PLACEMENT SPECIFICATIONS.
� L o�i 1.
�� . ���.
_lt
�
�
��� 5 t.
LIVE OAK
HOMES
DO E:
LABEL&. —me
mulslom,
Omwm BY.
NK
GALE•
ANCHORAGE SYSTEM
SHEET
SW-G-4rMOF,
(FACT.)
WILLIAI I J. KALKER, JR., F.E. 33 ROOMOOD urE
"T
Coatum eNcmm i203) 28+4IE7
Ref. VA-ou-T om inru L;A-Su-i 5.Z5 %-a"""v"_ E -Tj
MAXIMUM TIEDOWN SPACINGS
WIND ZONES 2 AND 3
WIND
MAXIMUM
SIDEWALL
MAX. SIDEWALL
VERTICAL/FRAME
MAX. MARRIAGE
WALL FRAME
MINIMUM
STEEL BEAM
MAXIMUM
STEEL BEAM
GROUND
ANCHOR
HOME SIZE
ZONE
HEIGHT
71EDOWN SPACING
TIEDOWN SPACING.
HEIGHT
HEIGHT
BACKANGLE
AND LOCATION
156' FLOOR
W/ r- O.H.
DOUBLE WIDE
2
9'-0"
9 =0" mm
12'-0" O.C.
24'
40"
(P
NEAR .BEAM
17W FLOOR
W/ 6" O.H.
2
9'-0"
10'—W O.C.
12'-0'.O.C.
24'
40'00
DOUBLE .WIDE
NEAR BEAM .
156" FLOOR.
W/ 6" O.H.
DOUBLE . WIDE
3
9'—O"
i-0' O.C.
NEAR BEAM .
10'-0' O.C.
24'
40'
Op
1710. FLOOR
W/ 6" O.H.
3
9'-0"
8'—r O.C.
10'-0' OX.
24"
40"
O' .
DOUBLE WIDE
NEAR BEAM
O:H.=.'MAX.. SIDEWALL ROOF EAVE OVERHANG. * HEIGHT FROM GRADE TO, TOP OF STEEL BEAM
ROOF PITCH .< 20 DEGREES APPROVED 6Y .
ALL GROUND ANCHORS SPECIFIED ON THIS: DRAWING MUST BE CERTIFIED JVr 02,2009
BY A _PROFESSIONAL ENGINEER .OR- A RECOGNIZED TES7ING LABORATORY N A IN
�oEaatramr�c.uxeo xo C'
TO ADEQUATELY SUPPORT A 3150 LB. ALLOWABLE WITHDRAWAL LOAD cunsraurnoxaxnsr�nsuumlwos
(ULTIMATE LOAD cm .4725 LB) MIN. WHEN LOADED AT A 450 ANGLE FROM THE
ANCHOR SHAFT AND A 3150 .LB ALLOWABLE WITHDRAWAL LOAD (ULTIMATE
LOAD m MS LB) MIN. WHEN LOADED PARALLEL TO THE. ANCHOR SHAFT.,,
SPECIFICATIONS ON. THIS DRAWING SUPERSEDE ALL OTHER. SPECIFICATIONS I I'
SHOWN ON 07HER DRAWINGS .AND/OR . IN THE SET—UP MANUAL. a
DURING ALL TIEDOWN INSTALLATIONS, PROTECTION MUST BE PROVIDED 1'O i mila
ALL TIEDOWN STRAPS AT ALL SHARP. CORNERS.
LIVE OAK HOMES.
DATE:
OD S:Anim
LA8 LS:
Isl .
GRAWN By.
WK
SC LE:
ANCHORAGE SYSTEM
SHEET
SW-G-3
WILLIAM J. KALKER. JR.. P.E: 33 Ro"00D t
NOM201, tT OEC6D
CQiSLLTgiG BiG4�t (tOb) Y6b11E7
RCI. %apv ou- I o.0 tnru vH-ou-io.z5 SUUW-37.4
MAXIMUM TIEDOWN SPACINGS
WIND. ZONE .
FLOOR WIDTH
WIND
ZONE
MAXIMUM
SI LL
ENT _
MAX .SIDEWALL
FRAME
TIEDOWN SPACING
(NEAR BEAM)
MAX. MARRIAGE
WALL. FRAME
TIEDOWN SPACING
MINIMUM
STEEL BEAM.
HEIGHT
MAXIMUM
STEEL BEAM
HEIGHT
GROUND
ANCHOR .
BACKANGLE
158" FLOOR
W/ 5" O.H.
DOUBLEWIDE
1
9'—O"
10'=0" O.C.
N/A
24'
40"
p9
180" FLOOR
W/ 6" O.H.
DOUBLEWIDE
10'-0" O.C..
N/A
24"
46"
Oo
0-H.= MAX. SIDEWALL ROOF EAVE OVERHANG HEIGHT FROM GRADE TO TOP OF STEEL BEAM
ROOF PITCH < 2O .DEGREES apPrioveo er
Mar 16,2011
N�A.
ALL GROUND ANCHORS -SPECIFIED ON THIS DRAWING MUST: BE CERTIFIED
BY' A PROFESSIONAL ENGINEER OR' A RECOGNIZED TESTING LABORATORY
..*��
INC.
TO: ADEQUATELY SUPPORTA 3150 LB ALLOWABLE WITHDRAWAL LOAD
(ULTIMATE LOAD = "4726 LB)' MIN. WHEN LOADED' AT A. W. FROM THE
.ANGLE
ANCHOR SHAFT AND A 3150 LB . ALLOWABLE `WITHDRAWAL LOAD (ULTIMATE
LOAD=.4725.LB) MIN.,WHEN LOADED PARALLEL TO THE ANCHOR SHAFT
ao"a 11
SPECIFICATIONS ON :THIS DRAWING SUPERSEDE ALL OTHER SPECIFICATIONS
�,.YG�1alilrwTf4s�
'. j "° 0, \I
SHOWN ON OTHER DRAWINGS AND/OR -IN THE SET—UP MANUAL
DURING ALL TIEDOWN INSTALLATIONS, PROTECTION MUST BE PROVIDED TO
ALL TIEDOWN STRAPS' AT ;ALL SHARP CORNERS
li2aiu
LIVE OAK' HOMES
'DATE• t tY
000ES•
ABELS:HUD
�t
9rtawet.9r:
Nx .'
SCALE: Mrs:
ANCHORAGE SYSTEM{
SHEET
SW-G-3
'
WILLIAM J: KALICER, JR„ P.E. 3St0°D
NOM1ROE, CT OEG6B
CONSILT,NG ENGREER (203128HIb7
Ref. CA' SU-19.0 thru 19-49 SUD1N 737.5
WIND ZONE 1
�iIAXIMUM TiE�nVYt+i SPACIN s
HOME SIZE
NAND
ZONE
MAXIMUM '
SIDHWALL
"BIGHT
MAX. SIDEWALL
FRAME -
71EDOWN SPACING
158" FLOOR
W/ s" O.H..
DOUBLE MADE
1
9'-0'
SEE
ORANANG SW-6-3
(FEW)
1BW FLOOR
W/ 6". O.H.
DOUBLE WIDE
i
9'--0".
SE£,.
DRAWING SW—"
MAXIMUM VERTICAL nEppy►►Nj TRIBUTARY DISTANCES_
(ANCHOR IAISTAUA .nON PER DWG SW—FA-9) '
FLOOR WIDTH
NAND
ZONE
ANIYiO�R
MAX. 7RIIL
DISTANCE
hCCAAL
MAX. TRIB. DIST.
WHEN COLS IN-OL
F�1SiEN]NG
%V �C&MEE'CTED
71mOWN
GROUND ANCHOR
158" FLOOR
1
ELIXIR S20. W/
16- SCR
say—o"
--
64-0 _
ELIXIR BP-70
3O�- p-
--- 64 "0" -- -
180" FLOOR
SW/
5$66-'--00"
ER BP-10
--
-28'0
--- ---
EVUXIIRR :S2A
16-#8X520SW/R
----------------------
E1i)OR, BP-10 .
EUXIR Sm W/.
16-X2 Sit
---------
BP-i0 ELIXIR
----------
ELM sea W/ 1,
y_aqR
---------
----------
EiniaR.ea-10
E1 w S20 W/
r
1Cr8X2_ SCR
---------
ELXIR BP-10
----------
ELIXIR - $10 W/
16_2SCR
-------
---------
EUX{R BP-10
-------=---
O.H.= MAX. SIDEWALL ROOF SAVE OVERHANG
*SUM OF TRIG. DISTANCES FOR B07H COLUMNS CANNOT
ROOF PITCH < '20 DEGREES
EXCEED
THE. VALUE SPECIFIED.
.
ALL GROUND `ANCHORS' SPECIFIED ON THIS DRAWING MUST BE CERTIFIED
P"ROVED BY .
BY •A PROFESSIONAL ENGINEER. OR A RECOGNIZED TESTING. LABORATORY.
— is,zaia
A
TO ADEQUATELY SUPPORT. A.3150 LB ALLOWABLE WITHDRAWAL LOAD..
NwftC.
JM OAK. HOMEE
.�
[ULTIMATE � LOAD := .4725 LB) • MIN. WHEN � LOADED AT A .45° •ANGLE FROM 311E
ANCHOR SHAFT AND A 3150'LB ALLOWABLE VA7HDRAWAL-LOAD (ULTIMATE
tt
LOAD = 4725 LB) MIN. WHEN'LOADEO PARALLEL TO THE ANCHOR SHAFT.
4
CIaDES
MINIMUM GRADE LUMBER IS SPF UNLESS OTHERWISE_ NOTED.
��iar+uruy
aV`i�airct
vFo
/
LABELS: REViSIDNS
SCALE. jus:.
� �r�A�.
ANCHORAGE SYSTEM
WiWAM J. KAMER JR_ P.E. ►uia�x�.rP00aCT mce�a .
''vrr�rr tucu mommm . tzwrzarns� .
I/24Ii2
Ref. CA-SO-19.0 thru 19.49
SUDW-37.6
MAXIMUM TIEDOWN SPACINGS
WIND ZONES, 2 AND 3
HOME. SIZE
WIND
XME
MAXIMUM
MAXIMUM
Sl
'I
IN
DEW�LL
IE
MAX L
__ 'DrAME
M r_,AL
rED
MAX MARRIAGE
WALL FRAME
MINIMUM
STEEL BEAM
MAXIMUM
STEEL BEAM
GROUND
ANCHOR
Z
ZONE
0
H IGHT
HEIGHT
7 OW SPACING
AND LOCATION AND,
SPACING
HEIGHT
BACKANGLE
1587 FLOOR
W/ 5"* O.H.
DOUBLE WIDE2r
2
a,-o"
W-9" O.C.ve-o"
O.C.4W
,
NEAR BEAM
18T- FLOOR
W/ 6" O.H.
2
8!-0
16'-W O.Q
I2'-6, O.C.
24!'
4Cr
DOUBLE WIDE
NEAR BEAM
158" FLOOR
w/ 6" O.H.
DOUBLE WIDE
3
w-o"
le -or O.C.
24
4&
NEAR BEAM
1 80" * FLOOR
W/67, O.H.
3
8'-0,
9,--0" o.c.
lw-o" O.C.
247
40"
00
DOUBLE WIDE.
NEAR BEAM
O.H._" MAX.. SIDEWALL ROOF EAVE. OVERHANG HEIGHT FROM GRADE TO TOP OF STEEL BEAM
ROOF PITCH'< 20 DEGREES
APPROVED BY
ALL GROUND ANCHORS SPECIFIED ON THIS DRAWING MUST BE CERTIFIED
BY A PROFESSIONAL -ENGINEER OR -A RECOGNIZED TESTING -LABORATORY
. -NIRIN6.7
-20n.
TO ADEQUATELY SUPPORT A.3150 LB ALLOWABLE WITHDRAWAL LOAD...
(ULTIMATE LOAD:=
4725 LB). MIN. WHEN LOADED -AT A. 450 ANGLE FROM THE
ANCHOR SHAFT AND A 3150 LB ALLOWABLE WITHDRAWAL LOAD (ULTIMATE'
LOAD = 4725. LB) MIN. WHEN LOADED PARALLEL TO THE' ANCHOR SHAFT.
.
C-RAS- V
SPECIFICATIONS ON THIS DRAWING SUPERSEDE ALL OTHER- SPECIFICATIONS
SHOWN ON OTHER DRAWINGS AND/OR IN THE SM-UP MANUAL'
*
DURING ALL TIEDOWN INSTALLATIONS,.PROTECTION MUST BE PROVIDED TOry�
...
ALL TIEDOWN STRAPS AT ALL SHARP CORNERS.
1/24/11
Ref. CA-SU-1 9.0 thru.. 19.49.
11W OAK HOM19S
DAIS:
ODE
LAHELS,nw
ma m sr:
SCALE:ZCA] E-
-ANCHORAGE SYSTEm. W-TEET
WILL,IA" J. KAUKER, JR_ P.E. SW-G3
t wrpm
_QHn1Al_'A7 7
WIND ZONE 2 AND 3
MAXIMUM TIEDOWN SPACINGS
HOME SIZE
VNND
ZONE
MAXIMUM
SIDEWALL
HEIGHT '
MAX: SIDEWALL
VERTICAL/FRME
71EDOWN SPACING
158,. FLOOR
W/ 6' O.H.
2
8'-0"
W-9" O.C.
DOUBLE WDE .
180 FLOOR
W/ 6: O.H.
2
8'-0'
10-0" O.C.
DOUBLE WIDE
1587 FLOOR '
W/ 6" O.N.
3
5 -0
7'-4" Or -
DOUBLE WIDE
180" FLOOR
W/ 6" QN.
DOUBLE VKDE
3
C--0'
9'-6" O.C..
MAXIMUM VERTICAL TIEARY°'DISTANCES
(ANCHOR. INSTALLATION PER DWG SW-FA-9)
FLOOR VNDTH
WIND
ZONE
ANCHOR
FASZEN NG
MAX 'TRiB.
DISTANCE
FVER CAaL
'n WN_
MAX. TRIB. DISK
WHEN COLS IN BOTI•I
� �E SEC
GROUND ANCHOR
158" FLOOR
2
ELIXIR S20 W/
18-PX2 scit
25-2"
25=2
12'-O°---
EUXIR BP-10
180" FLOOR
2
EUXIR'S20 W/-i"_i"
16-BX2" .S
10'-8" ---
-- 22�-ice --�
EUXiR'BP-10
EJJXIR S20 W/'
16_8X2- SCR
---------
----------
EIJXiR BP=10
158" FLOOR
3
EUX1R S20 W/
16- X2 • SCR
-- - -
IV-11'
-.--------
19'.-11"
- - - - - - - - - -
EUXIR BP-10
180' FLOQR
3
EUX1Ei.S20 W
18_ K2- SCIt
-- 1�'-s--=
1---
8' -
--- 9�'-8� ---
EUXiR BP=10
EUXiR S20 W/
16-#8X27 SCR
-------
-------
--
----------
EUXIR BP-10
ELIXIR'S20 W/
16-�8X2" SCR
EUX1R•1113-10
O.H.= MAX. SIDEWALL _ROOF EAVE OVERHANG *SUM OF TRIG. DISTANCES FOR BOTH COLUMNS CANNOT EXCEED
.ROOF .PITCH < 20 DEGREES THE VALUE SPECIFIED.
ALL GROUND ANCHORS SPECIFIED ON THIS DRAWING MUST BE CERTIFIED
APAROYED
BY
BY A -PROFESSIONAL ENGINEER OR -A RECOGNIZED TESTING LABORATORY
N
,s.r ic,2oii
Ai
TO .ADEQUATELY SUPPORT'A.3150 LB ALLOWABLE WITHDRAWAL' LOAD...
'
(ULTIMATE. LOAD = '4725 LB). MIN. WHEN LOADED • AT A 4.50 ANGLE FROM THE
ANCHOR SHAFT AND A 3150. LB. ALLOWABLE WITHDRAWAL LOAD ((ULTIMATE
LOAD = 4725 LB) MIN.. WHEN LOADED PARALLEL TO THE ANCHOR SHAFT.
anni,n
MINIMUM GRADE. LUMBER .IS SPF UNLESS OTHERWISE NOTED.
.
.`,`,4Lp',LFlttf`f`
.
..
REFERENCE THE .'AVERAGE FRAME TIEDOWN SPACINGS' TABLES FOR
OPTIONAL TIEDOWN PLACEMENT SPECIFICATIONS
1b 0090G,1'
.`
LIVE OAK
HOMES
DATE: s f f
CODES- A1ttGSS
L.ABELS:Hw
omvm 814,_
MK
SCALE: mm
ANCHORAGE SYSTEM
SHi=ET
sw-G 3
tFACT.)
33 RGOc9PODD 4W,
WIILiAM J. KALKER,. JR., P.E.
CON9R,NGENGRi�R i'aAl)261-A07
Ref. CA-SU-19.0 thru 19.49 SUDW 37.8
MAXIMUM TIEDOWN SPACINGS
WIND ZONES'2 AND .3
HOME SIZE
WIND
MAXIMUM
SIDEWALL
MAX SIDEWALL.
VERTICAL FRAME
MAX MARRIAGE
WALL FRAME'
MINIMUM
STEEL BEAM
MAXIMUM
STEEL BEAM
GROUND
ANCHOR.
ZONE
HEIGHT
TEDOWN SPACING
TIEDOWN SPACING
HEIGHT
'HEIGHT
BACKANGLE
AND LOCATION
IW FLOOR
w/. P" O.H.
DOUBLE. WIDE
2
W-cr
8!-e 4G
12'-0" D.C.
24"
40"
NEAR BEAM
186", FLOOR
W1 6'* O.H.
2
12!-'0" D.C.
24"
40"
00
DOUBLE WIDE
NEAR BEAM
158" FLOOR
W1 6" O.H.
.DOUBLE WIDE
3
Wr ox.
NEAR BEAM'
101-0" D.C.
2e
40"
0'
180* FLOOR
W/V O.H.
3
w-r O.C.
lO*_O` O.C.
24"
4d'
cr
DOUBLE WIDE
NEAR BEAM
O.".= MAX. SIDEWALL. ROOF EAVE OVERHANG, HEIGHT FROM GRADE TO TOP OF STEEL BEAM
ROOF P17CH .;C -20 DEGREES APPROVED BY
ALL GROUND ANCHORS - SPECIFIED ON. THIS DRAWING MUST.. BE. CERTIFIED
D ji6. ,20il
BY A PROFESSIONAL ENGINEER OR A RECOGNIZED TESTING LABORATORY
TO ADEQUATELY SUPPORT A'3150 LB ALLOWABLE - WITHDRAWAL LOAD'.
(ULTIMATE LOAD = 4725 LB) "MIN. WHEN LOADED AT A 45" ANGLE FROM THE
ANCHOR SHAFT AND A 3150 L9 ALLOWABLE WITHDRAWAL LOAD (ULTIMATE
LOAD = 4725 LB) MIN. WHEN. LOADED PARALLEL TO THE ANCHOR SHAFT,
SPECIFICATIONS ON THIS DRAWING SUPERSEDE ALL OTHER SPECIFICATIONS A-E
SHOWN ON OTHER.DRAWINGS'AND/OR IN THE SET—UP MANUAL
DURING ALL Titmovm INSTALLATIONS,. PROTECTIONI . MUST BE PROVIDED . TO
ALL TIEDOWN STRAPS AT ALL SHARP CORNERS. 1/24/11
LWE OAK HOMES
DATE: 1~81
CODES:
Wk
SCALE., UM
ANCHORAGE SYSTEM
SHEET'
SW-G-3
'WILLIAM J. . KALKER. JR.. P.E. .33 RnEKWOM LANE
MM4RM CT 6 ts
(203) . 26i4lblp
meT. L;A-ziu-i w.0 tnru 19.49-
SUDW-37.9
WIND ZONE 2 AND 3
MAXIMUM AEDOUVN _pAciNos
HOME SIZE
WIND
ZONE
MIMUM
S DEWALL
HEIGHT
MAX
VERTICA IL%FRAME
TIEDOWN SPACING
158" FLOOR
W/ 6" O.H.
DOUBLE WIDE
2
9'-0"
8'-4 O.C.
180" FLOOR
W/. 6" U.H.
DOUBLE WIDE
2
9'-0"
10:=0" O.C.
i58" FLOOR
W/ 6" O.H.
3
9'—O"
fi-4" O.C.
DOUBLE WIDE
180" R.00R
W/ 6" O.H.
DOUBLE WIDE
3
9'-0"
W-6" O.C.
O.H = MAX.. SIDEWALL. ROOF EAVE OVERHANG
ROOF PITCH < 20 DEGREES
MAXIMUM VERTICAL TIEDOWN TRIBUTARY DISTANCES
(ANCHOR INSTALLATION PER DWG SW-FA-9.)
WIND
NCH
ANCHOR
MAX. TR)B.
DISTANCE
MAX- TRIB. O)ST.
WHEN COLS IN BOTH
FLOOR WIDTH
ZONE
FOR.EACH
HALVES CONNECTED
FASTEN NG
VERi1CAL
TO THE SA.
TIEDOWN
GROUND ANCHOR
158" FLOOR
2
ELIXIR S20 W/
16--#SX2" SCR
25-2
--
25'-2"
EUXIR BP=10
12,-�" — — —
--
--- 25-2"
18D" FLOOR
2
ELIXlR'S20 W/
16—#BX27.5CR
22._1"
22-1"
—
IW-6"
EUYAR BP-10
-- --
22'-1"
EUXIR S20 W/
16_ —!SCR ---
— — — — — — — — —
---- --- --
EUXIR SP-10
ELIXIR S20 W/
158". FLOOR
3
16—
—=� --
---------
EUXIR BP-10
ELIXIR S20. W/
18T FLOOR
3
16-08)W SCR
-- 17--6---
----17*-6----
BAR BP-10
8'-4"
17'-6"
ELIXIR S20 W/
is-pw SCR.
-------
—=-------=
----------
EUXIR.BP=10.
ELIXIR' S20 W/
16=�8X2" 5CR
EUXIR BP-10
*SUM OF TRiB. DISTANCES FOR BOTH COLUMNS CANNOT EXCEED
THE VALUE .SPECIFIED.
ALL GROUND ANCHORS SPECIFIED ON THIS DRAWING MUST BE. CERTIFIED
APPROVED
BYI
BY,A. PROFESSIONAL ENGINEER OR A RECOGNIZED TESTING LABORATORY
� 16,2011 .
TO ADEQUATELY'SUPPORT A 3150 LB'ALLOWABLE-WITHDRAWAL LOAD,
�In
INC.
(ULTIMATE.LOAD =.4725 LB) MIN. WHEN LOADED AT A.45°.ANGLE FROM THE
.
ANCHOR SHAFT AND A 3150 LB ALLOWABLE. WITHDRAWAL LOAD (ULTIMATE
LOAD = 4725 LB) MIN. WHEN LOADED PARALLEL.TO THE ANCHOR SHAFT.
MINIMUM GRADE LUMBER. IS SPF UNLESS OTHERWISE NOTED,
_
'AVERAGE
I Ib O�l �Ir
REFERENCE THE FRAME TIEDOWN SPACINGS' TABLES FOR
'
OPTIONAL TIEDOWN PLACEMENT SPECIFICATIONS,
1'/24/li
LIVE OAK
HOMES
DATE:
MCODES: rt�
LABELS:HUD .
WAVM BY.
"c
SCALE:
ANCHORAGE SYSTEM
SHEET
SW-G�i
(FACT.)
33 .RMKwo3o cAm
WILIJAM J. KALKER.'JR., P.E. "OhIM.CToecee
CMULTM ewe _ . (zar) zw•Ua7
Ref: CA-SU719.0 thru 19.49 SUDW-37.10
a
sE Muns
j7jt SIN SMON )IVO.3/U1
SI'M 16.2.1
saaxaxvisa�vs artvRoti�inusxoa
3itQN �ViIINVii 7Vtl3a3i
�INI -N
600F.,gT. q--a
Aa a3AO21daV
'M
` v
N s l�pnnca
m)n , rTawo p} Mp. tL*P
'n°*y ors w..�►-trtt
J-4MW2 dM oftmv
I Ftjfttt.-I
Mhnvaty. m}S sa d
� NaWt9v'1 cicwf 1.11.k+MY'Ql.
3lU..?!� S7NIMWtIQ 'a9LtlO ��j
a
�altsr8 esrik+�t1 �� —
i ' wa�� • 1 '
•,E' y .^a,�:�� S'•�h� - L� 1t� S'1^�3= ':+J�_�J+4�i 9wj !�"ia; �}
_N. n •a ty
,JY2.5 rams.tra SnbY� i t
Arm
(e�wrd �, >� * LUI&W2s --wv uvwr..Wt?
MWA
wars.;Xv, �•::ne�t.orc�cah
F4".74* -ra.on Ono Met w -nM
AM
rw so
�►1'B't71�1•t':'t'ty{_ t'to afSR �� r}. St 'd1f}�O S� a: �o wry
rtOt�.y'ilY�.SMi .°1'tc'1�1d�J: am ssuors .
wee AVC2 im pmv-y
:" -tys a gwzv
.C97°�95
�rt9o� i>�y
� art2 snt�
t-4m IVsx
ov-mans
saxvmroisuaeas axn xotumttsxo�
arroxwawvinxvn.nroaa�
•�NI
600Z'9T QeB� �'
kg'GBAOaddV
dWV18 uaVd GMIlgl . 3.18i
sdno awvad
IWAN%fW dnaS
.Io•�P ica QpftxtYu a"HA.
�f3151881tiL7]lih4J,` 4Ytffi(l4e^Y r--• �1:5..ii^l5lt".;ra:a"'
'sl
• �- f =.-+'ors :r:.
SII:I+JU�ftitt(RC07tGffiL
'�.
•�'
:JNCL+II'iYl0Y4d9Yi�
,��
�.
:i316d�1:fiY,L1'r7C':2It1I��bC'
!
:A ��J.•Gd:1isLY� `�C,,•:
�l1v'1�tYr<tYtl;$JCeT01
iii.. �d7 LYWJ'i13F.77IING' • ^w• ••,
•�,
. ..
'C31t�sC;VISF'7Yl7J,Y.t+
lass 30wi3 wtpia•i j"Ol
Ly-s ilyd XImvm Road
•,""'�'�,.°"`
g ate•
Sam grad w ltt m.0 61
arras "103 2601-NOW.
d{ ;S UNIN" alfd�
fL,„,..,.:.,,.,„,.., • ` 'i/Y�I' ' � � �.f N/ ` of �y
y
r
A19 IVI�1i'�ll
-- 4
iuez am
dCf(14?%[l6 �JVf1' 71 diXt'MII� !i}�11if^45'.• �,p r ., t �, q1;,p11g'yf�J.0m, So-
�l^-�.��.,+ih1.�g5`fk'�Iyrt
IA�"�!�. .,yrer•;l-+}&x+xssc:RAs J»1. � P"i4Y'J�e' '' .x!ara,•
' lIK1 40'�h17i15'C�.2T-'MPLlr
� ,�.Y7-�Y9�015S�3MD "1iA
%I 3avEa jai.
1j M� 41?itF%yyyJu MOO 'meµ &: Imu . /ice #+Ww.►a OWL7 VFW 7h" - ^ "°w � � �bf a M !`p':
t
s . 3,rn! a4H AMt+ft4 Walt.
sin a r+.n y dric
viN. . •s.aw
;1Y1 ,91M1 a�
Scaly .dpra If/Z d�3' 'q( 5ft
dE°i7 .51MMA •dfml! MAx 7.Ulrer 'Il r.r�
r yIP�
LIVE OAK HOMES
Bottom Board Repair
Fastened to the underside of the floor of the home is a special covering designed to protect against
rodents and moisture as well as to isolate the floor cavity from the outside air. The covering was inspected
before the home left the; manufacturing facility. It is important that any areas damaged or torn during
transportation or installation be resealed.
Entry of outside air into the home's 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 deterriaine that there has not
been any loosening of its attachment or tears.. Openings around the perimeter ofthe floor covefing, around
pipes or pipe hangers, splits or tears shouldbe 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, an necessary, with tape or apply a patch of the same material taped all four sides.
Water Supply Systems
The supply line entering the home must be a minimum of 3/4" diameter. The pipe rises from the
underground water line maybe com ected directlyto the system. This connection is usually foundimderthe
home in the vicinityof the water heater compartment, Apressure.regulator should be installed on your
water line should fluctuations of waterpressure exceed 80'psi. The area under the pipes should be checked
occasionally for signs of leakage.
If the manufactured home is located in an area where prolonged periods of freezing temperatures
occur, the water supply line to the home should be installed below the frost line. The entire pipe rises above
the frontline should be insulated. There are anumberof suitable insulating materials available with whichto
accomplish this. Aihermostatically controlled electric heating element, generally referred to. as a "heat
tape", may also be used. This will turn off when heat.is not required to prevent freezing. Be sure that any
heat tape installed on your manufactured home is.listed for this purpose by Underwriters Laboratories, Inc.
When the heat tape is wrapped around. the pipe and plugged into an electrical outlet, protection against
freezing will be provided to the pipe even inthe coldest of weather. Electric.current consumption is about
equal to that of a ZS watt light bulb ifthe water line is not too long. Be surethat any heat tape installed on
your.waterline is listed (approved) for use with manufactured homes.
Amain water shut-off valve for: the water system is usually installed at the inlet to the water supply
system. This should be shut offifany break occurs in the water system. Amain water shut-offvalve must
be installed on your home..
APPROVED BY
I.NM�-r�,b*.16,2009
AINC.
FEDERAL t1ANUFACfURED HOME. .
CONSTRUCTION AND SAFELY STANDARDS
SUDW-41
FIELD INSTALLATION OF DRAIN PIPE
NOTICE, To the general public and/or setup crew.. This home may arrive.to you with
more than one Brian line stub out because of difficulties in. obtaining -correct pipe.slope or
possibfe.road damage,. etc. If:thle is true with your new home, then -you will find.the
proper materials Inside of -the home for proper hook-up. See plumbing drawings for
details; (Copy of:this model, enclosed in Set Up Manual).
L
1.) Remove dust cap.
2.) Cement Ell. to firthest outlet from sewer line.
3.) . Cement Too: to outlet:closest to sewer line.
4.j Cut-- pipe to .correct length and cement in sittings: Maintain a 1/4" per foot slope.
5.) Supportdra(n pipe approximately every.4'_wlth scrapping material:
WATER HEATER' DRAIN PIPE INSTALLATION
WATER HEATER DRAIN PAN
WATER HEATER DRAIN LINE MUST TERMINATE
DRAIN PAN OUTSIDE'OF THE HOME
N. RODENT PROOFING FITTING
O (INCLUDED IN SETUP KIT)
1".PVC COUPLING
FIELD INSTALLED. ELBOW FITTING &
3IPE, SLOPE MUST BEAT LEAST 1/4"
PER FOOT TOWARD THE OUTLET
FIELD INSTALLATION PROCEDURE
6" MIN. & 24" MAX.
FROM FINISH GRADE
1.) REMOVE SHIPPING COVERS FROM ALL EXPOSED PIPING THAT EXTE4ND*
BELOW THE BOTTOM: BOARD.
2.) ALL: PIPE AN FITTING CONNECTIONS SHALL BE PER MANUFACTURER'S
INSTRUCTIONS WHICH.1S PROVIDED.
3'.) RODENT PROOFING IS REQUIRED FOR THE WATER HEATER DRAIN (1" PVC)
.PIPE EXTENDING OUT FROM .UNDER THE HOUSE. INSERT STAINLESS STEEL
CUP INTO 1" PVC COUPLING, THEN ,CEMENT V PVC COUPLING ONTO 1". PVC
DRAIN PIPE.
APPROVED BY
_ _ N7Seb 16,2009'
R NC.
�iml% ke .FEDER UMUFAMREDHDYE
LIVE OAK HOMES SETUP P MANUAL =Ss RUCRON MD SUPY STMDMS
1.NTS ALL FIELOPLUM9ING SU•DW-42
�1
HEAT DUCT % MEAT DUCT
FLEXIBLE ROUND
MINIMUM 2 SUPPORTS CROSSOVER DUCT
EACH SIDE
TYPICAL CROSSOVER DUCT
A flexible heat.duct crossover is. shipped: Inside unit. For securement of
heat duct corssover to. heat duct, refer to manufacturer ' installdon
instructions.
Note: Strap.duct to underside of home to prevent it from touching the
ground. This, will result.in longer. duct life. Also'it is recommended to seal.
all joints against air leakage.
When alive Oak.HomO.Is factory.pr+ovided with.an .exterioroutlet.to
energize heating and/or air coriditioning.equipment,the branch circuit rating
on the tag adjacent to this outlet will be equal to or greater than the
minimum circuit amperage identified on -the equipment rating plate. '
The STU/hr. rated -capacity of the site installed alr conditioning equipment
must not exceed theair distribution system's rated STU/hr. capacity as
shown on the, home's Complianoe certmCate.
SUDW=43.2
ENGINEER STAMP IF APPLICAB THIRD PARTY STAMP
8=1807
LIVE OAK.HOMES NTS
SETUP MANUAL.
DUCT CROSSOVER CONNECTION
APPROVED BY
0 N
•. :Feb 16,2009
INC. ,
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
NOTE: WHEN INSTALLING DRYER VENT. DUCT IS TO BE STRAPPED.IN.SUCH AWAY
THAT NO PQINTALONIG THE DUGT.TOUGHES THE GROI IND. IT.I8.T6.I3E.VENTED TO .
THE OUTSIDE tOF THE.HOME EXTENDING APPROX. T!-2" FROM BASE, THE END OF THE
DUCT SHOULD. AHVE AN APPROVED DAMPNER.
TRANSVERSAL
FLOOR JOIST
EXHAUST.DUCT -�
RIM JOIST EXHAUST VENT WITH
APPROVED DAMPNER .
SKIRTING
NOTE:: THE PARTY WHICH INSTALLS SKIRTING. IS REQUIRED TO PROVIDE AN OPENING
IN THE-SKIRTINGWWITH A DRYER TERMINATION FITTING WITH AN�APPROVEUDAMPER-
THIS ALLOWS FOR FUTURE INSTALLATION OF A CLOTHES DRYER. THE PARTY WHICH'
INSTALLS THE'DRYER IS THEN RESPONSIBLE TO INSTALL'AN APPROVED DUCT FROM.
THE DRYER TO THE TERMINATION FITTING LOCATED IN THE SKIRTING.
�EXTERIOR WALL
/-EXTERIOR WALL BOARD,
DRYER
DRYER DUCT
EXHAUST VENT WITH
APPROVED DAMPNER
TY[ICAL CLOTHES DRYER AND DUCT INSTALLATION
COVER -� . SCREW .
FLOOR JOIST
FLOOR.
1 I DECKING
DRYER VENT ENGINEER STAMP IF APPLICABLE THIRD PARTY STAMP ._
REMOVE SHIPPING WRAP ', APPROVED By
SEALANT TAPE FROM BOTTOM
BOTTOM END OF VENT BOARD ONseb 16,2009
AlN�.
FEDERAL NAUUFACNPED HONE
CONSTRUWION AND SAFEIV STANDARDS
mw :Lac; SETUP MANUAL .
LIVE OAK HOMES NTS ALL] DRYEREXHAUSTDUCTCONNECTION. SUDW-44'
TO ENSURE ALL METAL, PARTS THAT MAY BECOME 'ENERGIZED ARE EFFECTIVELY GROUNDED FROM.ONE SIDE OF THE
HOME TO THE OTHER, THE FRONT HEADER OF THE TWO SECTIONS MUST BE CONNECTED AS SHOWN DtLbW.
WIRE (8-GA.)
Pvr .0m liomm
SUDW-45
THMPAXWSTAMP
APP R 0 V ED By
INFeb .16;2009
l'INC.
i
LIVE OA►iC HOMES
�--- 1,0• •--•) .-INDIVIDUAL
WIRE
t CABLE
SHEATH
DIMENSIONS APPROXIMATE
FIGA Cable prep.
FIG. '5
STRAIN RELIEF COVER
WIRE Pf1SITION BLACK WIRE
LOCATOR INTO LOCATOR SLOT
FIG.
SLOTS
Load cable
into- strain.
.
relief.
STRAIN.RELIEF.COVEfl ROLL CABLE SHEATH
(BOTTOM FACING UPWARD) INTO INTEGRAL STRAIN RELIEF
FIG.4 \ 1\
Attaching
housing
assembly
to strain.
relief cover.
-with hand .
tool.
DEPRESS MATING LATCH
TO DISCONNECT
I
HOUSRO
ASS MOLY
ME
S!R" RELICF COUEH
HOUSING ASSEMBLY
�. STRAIN RELIEF'COVER
DEPRESS MATING LATCH •Hermaphroditic'' part
TO DISCONNECT. mates with itself..
APPROVED: BY.
0,2009 19045-1001 REV
Rik.
FEDERALMANUFACTURED HOME. SUDW-46
CONSTRUCTION AND SAFETY STANDARDS
UVE OAK HOMES
CABLE PREP -TEMPLATE
ACTUAL SIZE
1.50`
INDIVIDUAL..
WIRE
STRIP 1-1/4' CABLE
OF SHEATH SHEATH
FIG. 1 Cable prep.
LSTRAIN RELIEF COVER
P
HOUSING ASSEMBLY
Tn . Jf . fho Pnnnarfnr QuOPM rlPnrBSS linth m;
RAMR VIA1,0 fn my.
IA 0?iK1Nlst.
MOUHIM
HAE$IGt�li1C ,w HOLES fi0UG1WG
S
DWIINNG"
CONTACTS
h7AR OLE
SURFACE
:07lEM.HS,CF:
Pao
.
i OM
HIRE
i
SLOTS
I
MATING
INSULATION
DIPU11INT
RED AID
G
ST
,
SLACKWIRE U
POLA�IUITION
s OPS HINGE
LOCK00 LATCH SLOT
STREA REUEFOOUER �.� 1 offEGHAL
sxom,em�fn„Tra,D4PY8BD1 \
STfVdNREUE°
mor
ti
FIG. 2 GUIDFeS(4) HSIUIHr'TE
FIG.4_
Attaching
housing
assembly
to strain
relief cover
with hand/
tool.
ON�snOH
c'\r1•
0
COVER
0
WgrfLE
BLOCK
STRAINRELIEFCOVER
DEPRESS MATING LATCH
TO DISCONNECT
HOUSING ASSEMBLY
.STRAIR AELIEF COVER
DEPRESS MATING LATCH •Hermaphroditie'.Part
TO DISCONNECT mates with Itself.
APPROVED BY 19401-1001 REV A
0 low
Feb 16,2009,NSSUDW=47
rp.
FEDERAL LEANUFACTURED.NONE
CONSTRUCTION AND SAFETY STANDARDS
�
NOTES:
MARRIAG7WALL AE UNE
�UAG,E WALL
i.) MAIN DISTRIBUTION PANEL LOCATEDON ETTHER14 HALF OR'8` HALF OF HOME.
2.) A PROPER SIZE CROSSOVER JUNCTION BOX MAYBE LOCATED INSIDE FLOOR CAVITY OF
A, V. OR'V HALVES.
3.) THE ELCTRICAL CONNECTION(S) WILL BE MADE INSIDE OF JUNCTION BOX.
PANEL.
ACCESS GROUND -�
ELECTRICAL
4.) CROSSOVER WIRING CAN BE LOCATED OUTSIDE OF THE HOME, AACCESS. PANEL HAS
CONNECTION (GROUND LUG)
SUFFICIENT ROOM TO CONTAIN THE WIRING AND CONNECTIONS, WHICH WILL BE USED TO
ELECTRICAL CROSSOVER METHOD
COVER AND PROTECT LOOSE WIRES AND CONNECTORS FRO)A DAMAGE: IHE ACCESS PANEL
WILL BE SECURED TO THE BOTTOM OF THE, FLOOR JOISTS. AND WILL BE INSTALLED ON ONE
HALF OF THE HOME ONLY, BUT IN SOME CASES MAY BE INSTALLED ON BOTH HALVES
.A W`�
S.) FRAME MUST BE GROUNDED BETWEEN EACH HALF OF HOME PRIOR TO ELECTRIC
�' Ft41.F
SERVICE BEING MADE,
MARRIAGE WALL IAGE LINE
ELECTRICALCROSSOV IAGE WALL
WIRES �UNOTION BOX
6.). PROPER ELECTRICAL CONNECTION MUST BE MADE, SUCH AS WIRE IDENTIFIED AT
FACTORY MUST BE MATCHED AND CONNECTED�TO THE PROPER COLOR CODE: BLACK (HOT -
WIRE); WHITE (NEUTRAL); AND BARE WIRE (GROUND WIRE).
7.) A COVER WILL BE INSTALLED ON THE JUNSTION BOX; THE ACCESS. PANEL(S)SHOULD BE
PROTECTED FROM NATURAL. ELEMENT, PROPER SEALING75 REQU02ED AFTERALL CRASS
Atx:E83 PANEL ELECTRtCALGROUND
OVER WIRINGS ARE PROPERLY CONNECTE0.
WIRING HOLE:'111T DtA. MAX. CONNECi10N (GROUND LUG)
AT PERIMETER JOIST, 2 HOLES
8.) CIRCUIT BREAKER TO HOT WATER EHATER MUST BE OFF UNTIL THE HOT WATER HEATER
rnAxIMUM, NO SPACE aEOUIRE).
HAS BEEN FILLED WITH WATER, THIS MUST BE DONE T.O PREVENT DAMAGE TO THE WATER
ALT. ELECTRICAL CROSSOVER METHOD
HEATER
SU-30.6
9.) PRIOR TO INSTALLATION OF OUTSIDE LIGHT FOCTURES, INSTALL FIRE RIGN BETWEEN
SIDING AND LIGHT FIXTURE
10.) ENSURE WIRES AND CONNECTORS ARE NOT DAMAGED DURING SETU P AND INSTALLING
ACCESS PANEL
ELECTRICAL FEEDER CONDUCTOR AND EQUIPMENT SIZES ICF� f tnre • ems. �.�rrrs �.......�.....�_____�_._
(SEEMAHUALBItEANBR
A►m LASB1 oN
01STRI9UTIONPA4EL
IAsI
".•.muw'a�cca �...
JUNCTION ... FLEX CONDUIT (INCH]
SOX . COPPER ' . ALUMINUM:
DNCHFsI CONDUCTORS CONDUCTORS
FEEDER CONDUCTOR
'COPPER CONDUCTORS
RED & BLACK WHITE . GREEN
OWER '. ' NEUTRAL ORO.UNDING
SIZES
ALUIHMUM CONDUCTORS
RED 8 BU1 WHITE GREEN
011illit OROUNDINO
No. 6THW No.6THW No. BTHW
Mppq
CALCULATED
F UTRAL
[AMPS).
50
iDx10x4 1
1
No. BTHW . No. 6THW
No.8T.HNf
50
100,
18 x 18 x 4 i-iM
1•112
No. 3 THW No. 3 THIN
No, B THW
N0.1 THW
No..i THW
N0.67HW
1.00
125
18x18x4 14)2
2'
No.iTHW NO.•iTHW
No.8THW .
No. 2J0TM
No. 110THW
N0.4THN
115
180
16x16x4. 1112.
2
No:iIOTHW 0.1/0THW
No. 8.THW
No.310INN
No:1101M
No.4THW
115
20D
•NOTEiTHIRiSd1Y�ICA1.Tut•cwuw.w,:-..�......_ar__
16 x 18 x 4 2
N0..3lOTHW - O.$IOTHW
'ND.BTHW
250 MCM
THW
No.110THW
No.4TNW
i76
SUDIl14-48
APPROVED BY
47rl�'3ti,2009
NC
OAK MOUES"-N'Ts�'{ELECTRRNU
CHRT
LIVROAKHOMES
IMPORTANTNOTICE TO'INSTALLERS
ABOUT SMOKE ALARMS .
ALL SMOKE ALARMS MUST BE TESTED ONCE POWER
IS CONNECTED AND ALL SMOKE ALARMS' BATTERIES
MUST BE INSTALLED BEFORE HOME CAN BE OCCUPIED.
TEST EACH SMOKE ALARM AS PER SMOKE ALARMS
TESTING AND OPERATIONAL INSTRUCTIONS WHICH ARE
PROVIDED WITH EACH HOME. WHEN TESTING THE
SMOKEALARMS SYSTEM; PUSH "ON" ON -OF THE SMOKE
ALARMS' TEST BUTTON AND ENSURE ALL OTHERALARMS
SOUND ITS HORN AT SAME TIME. NEXT RUN THE SAME
TEST ONLY WITH THE BACKUP BATTERY ON AND CIRCUIT
BREAKER OF SMOKEALARM IN OFF POSITION. IF SMOKE
ALARM DOES NOT WORK PROPERLYAS NLkNUFACTURE' S
INSTRUCTIONS. THE UNIT MAY HAVE A DEFECTIVE BAT-
TERY OR OTHER FAILURE. REPLACE ANY DEFECTIVE
SMOKE ALARMS, CORRECT THE PROBLEMAND RETEST.
N_ KEEP THE SMOKE ALARM MANUFACTURER'S
INSTRUCTION WITH SETUP MANUAL IN A SAFE PLACE.
APPROVED BY
ON pl,
eeb''. 16,2009
J VC..
FEDERAL t=UFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
SUDW-49
FIELD INSTALL CHIMNEY CAP
JFI
ELD INSTALL STORM COLLAR
FIELD INSTALL FLUE EXTENSIOELD INSTALL FLASHING CAP
TEMP, FACTORY INSTALLED
VISQUEEN,.BOTTOM BOARDFACTORY INSTALLED
MATERIAL, OREQUIVALENT;METAL FLASHING
TAPED'OVEROPEN END OF FLUE'
PIPE. SEE NOTE 2.
CHIMNEY BOX OUT
s FACTORY INSTALLED FLUE
RODF LINE
CHIMNEY CAP FIELD INSTALLED
-APPLY WATERPROOF CAULK, MASTIC, OR EQUIVALENT
SEEMANUFACTURERE'S INSTRUCTIONS. .
r-#8 X 1" SHEEf METAL SCREWS'@ MIN. S° O.C. CAULK,
i' . MST IC, OR EQUIVALENT APPLIED OVER SCREWS AND .
FLASHING CAP EDGE:
i
MIN. llf WIDE BEAD OF CAULK,
MASTIC, OR EQUIVALENT'APPLIED
UNDER FLASHING CAP
NOTE:
I-) PORTIONS ARE LEFT OFFF FOR FIELD INSTAU AT10N TO MAINTAIN
TRANSPORTATION HEIGHT REQUIREMENTS.
2;) TEMPORARY FACTORYINSTALLED CAP MUST BE REMOVED PRIOR
70 FIELD INSTALL i i0N OF ABOVE COMPONENTS,
SUDW:50. I
SEE DETAIL BELOW
win
ROOF DECKI
TRUSS-Q
24!'O.C.
MAX
WIDTH OF BLOCKING,5-1/21" MAX.
.USELESS FRAMING AS REQUIRED
J . I . RED
INSTALL CONTINUOUS MIN.3'0 GA. x 12"WIDE
GALVANIZED STEEL CAPOVER IS# FELT WITH
P48 x 1-1/2" SCREWS INTO EACH TRUSS TOP
CHORD OVER ROOF SHEATHING .(SITE INSTALLED).
2X SCAB BLOCK (3 :BLOCKS MAX),
BLOCK MAY BE INSTAL
STA LLEDALONG FULL
LENGTH OF HOME.TO. CLOSE THE GAP
AT THE ROOF RIDGE AREA.
3 FILLER Iff- MAX.)
*.NOTE:
2X SCAB BLOCK FASTENED TO MIDDLE
BLOCK THROUGH ,OSlB'FILLER WITH
.120 x 3" NAILS AT an o.c..
BLOCK FASTENED TO EACH TRUSS
COMPONENT WITH #8 x 3" -SCREWS
As SHOWN ABOVE.
OAK- HOMES
.120)e 3" NAILS Q a. O.C.
WIND. ZON81 SUDW51
&TAW
APPROVED BY
16' 4 ,
ON �FrbNC
l20.69
AL7ERMTEf/XM0DCFg,0Ml,43
MnDM ROOF RID=
1 /4" FOM-CORE SHEATHING
INTERIOR- WALL. FINISH AND EXTERIOR WALL VINYL SIDING -INSTALLATION
SHEATHING INSTALLATION (1ir MAx'I68u
(UNDER VINYL SIDING) . (.03980 MIN VINYL TMCKNESS)
i
SPACING SPECIFIED IN NOTE4& FO1V100{iE
9ilJD3 SPACED 18 O.C- (MAX) (MIN! INSTALLED AS
EDGE FASTENING; MUST14AVE E7tCEPT DOiJBLESTUDS JIM SPr* FlEDAT LEFT
CROWN PARALLEITO FRAMING. INEND'ZOW-
Iti
i
•* 1 WINDOW. DOOR, OR .
y ANY OPENING IN WALL AREA.
5 3EGl)RSVINYI 31O1NO 1NT018' O G STi1D5
41i ONE ROW OF STAPLES =41OWN 116C,A, x7118' CROWNx+1I2': ST,AFLE
7 1! III OMI TED'ATDADO ASSH
LOCATIONS
.SPACINGSPECIFIEDINNOTEM
2X4 SPFN2 STUDS 18' O.M EXCEPT NOTES:
2X FLOOR DSL STUDS 18.0 C. IN END ZONE. 1: MAXIMUM 8'0.91DEiNALL
EDGE JOIST
SPF MIN
SEE SUP: DATA 01, #4, and 05 MAY 14.2004
T�sr�PDRr
NTA 200278
NfA2DD278A
2. INSIDEFINISHTOSESf16.01t?SUMFASTENEDYVJiIiB{B BEAD OFPVAONALL
FRAMDYOMEMBERB ANDSECUREDWI9GA XSI16'XS14•STAPLESB O.C,
pMW&ISR;ONLY.. (LONG MMEMIONTORE VSMOAL %WMALL EOGn ON FRAMINGl.
3. SEOLME 114` FOMSCOR SHFAMM WMJ.-I6GP1; X 1'OX 1.114• STAPLES 4' C,R ON EDGES ANDIN,TiM FIELD ON EACH FRAMiNSMORM IN INTEMMZONE,
PAPERATCROWNS. - - - --
4. ALL VINYL SIDING MUSTCOMPLYINITH 879 ASTM D3WITH MIMMUM =98"
MNYLTHICKNESSANDAMAXIMUMID'E)POSURE, ' -
2
' SUDV1%�.,+2
'.
..
APPROVEDEY
36.200
1/4" FOWCORE SHEATHING
INTERIOR WALL FINISH.AND EXTERIOR WALL . VINYL SIDING INSTALLATION
.SHEATHING INSTALLATION (10a MAX aPosuRE) ,
(UNDER VINYL SIDING) (.03w MIN VINYL THICKNESS)
(SPACING SPECIFIED IN NOTE iKi FOM%CORE
STUDS SPACED 18.O.C. (MAX) (MIN) INSTALLED AS
I rEDGE FASTENING MUST HAVE EXCEPT DOUBLE STUDINEND ZONE SPECIFIED AT LEFT
!
s- t 'i, CROWN PARALLF1.:TO FRAMING.
et;
i' I'i ' I i'• •�' I i�. j.'r LNINDOW. DOpFi, OR '— i
„1 a ANY OPENING.IN WALL AREA. SECURE VINYL SIDING INTO 1S`=STLOS
WITH(IMCA. x7J18`CROWNal=li21:STAPLE
ONEROW OF STAPLES . AS SHOWN
OMITiI'EDAT DADO
LOCANIONS
�'y�
�� 4
SPACING SPECIFIEDINWOTE#3.
2X4SPF*2STUDSi O.C. EXCEPT
NOS•,
2X FLOOR
DBL STUDS 18. O.C. IN END 2ONE:
7_ MAXIMUM,8W SDEWAU.. :
EDGEJOIEf
2. INSIDE FINISH TO BE SHOP GYPSUM . FAb7ENED Y111't1i918"BEAD OF PVAON ALL
SPFMIN
FRAMINO MEMBi RB: AND.SECURED W i9GA. XSHMXSWSTAPLESW O C.
PERIMETER ONLY: (LONG DIMENSION TO BE VERTICA! WITH ALL EDGES ON FRMMG).
.•
S. SBWM i!4` FOMECOR SHEATNINO VMW.1SGA: X 1'C X 11i4' 11TAPUS.
SEE 9UP. DATA#1, *4, end #S MAY 14, 2004
TEST REPORT
NTA200278
NTA 200278A -
r O.O..EDOE AM FIELD ON EACH FRANONO MEMBER IN IM E UOR ZDNE,
AND O.C: EDG63 AND.FIEI.O ON.EACH FRAMBdGMM WERIN END ZONE . •
STAGOEREOmom STUD TO STUD ON DOUBLE:8TIID3 (STAPLES OFFSET l4ae
'ON.ADJACENTDOUBLESTUOS)_ OT STAPLES SHOULDNBREAICTHEFOME-COR
PAPER AT CROWNS. .
4. ALL VINYL SIDING MUST COMPLY WITH AMM 040178 WITH MINIMUM .qf W
VINYL THICKNESS AND A MAXIMUM 101 EXPOSURE.
WIND ZONE 3
AppRovw BY
1 NIP IN
G..
STATE V
UVE 0Av HOMES 6 WL um VINriE9@CBiMPLSGIi�t VF Ofi1., G�
SUDW .53
TOP PLATE
2YA SYP #2 STIFFENERS WITHIN r —
OF TOP AND BOTTOM OF OPENING
AND fir O.C. (MAX) SEE NOTE 7
PLYWOOD STORM COVER —
INSTALL WITH FACE ORAIN
PLACED HORIZONTAL M?)
SEE TAKE BELOW FOR
PLYWOOD SPECIFICATIONS
WIDER THAN 8V
I f—A SEE DETAIL -A-9 (DWG SU-M)
Im, RE--.,—TYPfCALS*nFFENEROWAUATION
SEE DETAIL -S-W.(DM SU-W2)
oe—WINDOW/00011JAMBIWALL, FRAMING
BEHIND STORM COVER
WINDOW/ DOOR OPENING WIDTH
LOCATE PLYWOOD SEAMS
.OVER
FASTEN PLYWOOD STORM COVER
TOWINDOW VERTIOALFRANIING
SO OM PL�ACONTINUE STORM COVER AND STIFFENERS
WITH (1) #10 x 2-lir PENEM710H TO FLOOR IF DOOR OPENINGI (NOT SHOWN)
SCREW EACH SIDE OFSTIFFENERAND
Ir O.C. (woo
STORM, PROTECTION -FOR WINDOWS AND DOORS
REF.CALC: 114ULY26,104
PLYWOD STORM:COVFRSPECIRCATIONS
USE EXTERIOR GRADE RATED'SHlEAlliINGPLVW0OD*ITH THE
MINIMUM THICKNESS AND SPAN INDEX SPECIFIED BELOW
MAX OPENING
WIDTH
MINIMUM
THICKNESS
SPAN
INDEX
9;
Fir
,
32110
SEE NOTE 7 WHEN OPENING WIDTH EXCEEDS W.
STORM PROTECTION. FOR WINDOWS
i)-cisrmimmusTwacon.LmoimTmsiiuT�ERs"
FROM VANDOINSAND'DOORS PRfDRT0 INSTALLINGTHE
STORM COVERS SPECMEID ONTHIS DRAWNG,
2.) WHEN HURRICANE OR SBWM WINDSTORMS
APPROACH, THE VMDOWMD DOOR PROECTION COVERS
SPECIFIED ON THIS DRAWING SHOULD BE INSTALLED,
3.): NUAEDIATELYAFTER INSTALLING THESE COVERS, THE
BUILme.mustSEVA . CATED AND'i OR NO OCCUPANTS
SHOULD REMAIN IN THE STRUCTURE.
4) TH13 STORM PROTECM oyaW om.Nar
PERMIT EGRESS FROM THE MMING UNDER FIRE
OROTHER EMERGENCY CONDITIONS.
6.) AS SOON ASTHE STORM HAS SUBSIDED, MI STORM
PROTECnoN COVERS MUST SE:WMRTELY Rmmmm
smqmoccupALwoFTmi3uLmGLspauarrED.
6.)'ALLWOOD SCREW HOLES RESULTING FRDM THE STORM
COVER INSTALLATION MUST BE FILLED WITH GOOD
QUALffYEXTERIOR GRADE CAULK.
7.) WHEN OPENING WIDTH EXCEEDS 8C, UP TOAMAXIM M
OF 12r, REPLACE 2K4 STIFFENERS WITH 2xG SPF #2AND
USE 3W PLYWOOD WITH ;SPAIfINDEX OF48124. ALL
OTHER MTALLATION'SPECIFICATONS*REMAIN UNCHANGED.
8) FOR OPEmmwmERTHAN or, LOCATE STORM COVER
SMJOINTWnM3lrOFVERTICAL STUDS AND OWALL
-"H"CUP.6 BEWAM LUMBER STIFFENERS AS SHOWN.
. WIND ZONE 2A 3
APPROVED BY
N11PIL�12
Feb 1,1009
'6
N8.
FEDENAL MANUFACTURED HOPE
CONSTRUCIRON AND SAFETY STANDARDS
SUEN-54
WINDOW f DOOR STORM PROTECTION
PLYWOOD'STORM COVER MUST
'FiO x•2-1/2" WOOD SCREW W/ 1-1/27.
EXTEND MIN 3" BEYOND EDGE
AA STEEL WASHER (SEE NOTE ABOVE
OF-WINDOW/DOOR FRAME AS
SHOWN (TYP)
STEEL. WASHER
PLYWOOD STORM COVER (MIN)METAL
TUBE/CYLINDER
/(OR PLYWOOD SPACER)
RUSSER.WASHER
(MIN)
I VINYL. SIDING. W/ EXTERIOR SHEATHING .(AS. SHOWN) .
WINDOW/DOOR
OR EXTERIOR HARDBOARD SIDING: (NOT.SHOWN)
WINDOW/D FRAME
.OR
(STYLE MAY VAR]
STUD OR LUMBER BLOCKING
JAMB/WALL. S•IUO
% tf (MINIMUM 2x2 SPF)
.3/8". x 3-1127. LAG . .
WI7H:1-1/2 DIAMETER
WASHER AT EAN IND
STIFFENER (TYPICAL)
(�)
20 STIFFINER ENTIRE WIDTH
OF STORM COVER'
"A
PLYWOOD. STORM COVER
WINDO O R NOT SHOWN O.x 3" .SCREW 6" .O.C. W/0 0
(TYP ENTIRE LENGTH OF
STIFFENER)
.SECTION. ».B_B„
(TYPICAL STIFFIRER INSTALLATI-ON)
P.E. SEAL THIRD PARTY
;o M. a APPROVED BY
FEDONO is,z0o9
=• aw,eo► 1p\�1/.�_
FFAEBPIrWINUGpCN r;pi
OI HpNV•
to CWT11=10MAfl)SUM-STMURDS
7/15/07
REVISIONS
III v OAK HOMES
LIR:
BY.
DA-M.
WINDOW/DOOR. STORM- PROTECTION
FIELD INSTALLED
DRAWN BY:. iC ,
DATE 1/28/96'
.
DAPIA NO.prig e %
SO N.T.S'
SUDW-55
RERCALC #11-JULY 26 1994
.1r410FOME--COR SHEATHING
anmrat Xotaa:
EXTERIOR WALL SHEATHING 1. ue la+uni V4 S)"Mu heigm.-
INSTALLATION (uND9R V1NYin SIDING) z Wucde to M. to be SAW , fa�lene�
wf 31W bead Pv4 an cm
bad aeasan '09ga, 3 5'c x 3q; ala�lsa
FASTENER SPACING y/� 6 as Peiirncer mgta�; dm,etl�r, 3�
SPECIFIED IN NOTE #3+----�f/ he vwuw w/oil edges' n
CROWWNNING MUST
HAVE
PARALLEL TO FRAMING
11�
f 1
WINDOW, DOOR.
I I �•1
1 � j
I OR ANY OPENING
1 I Iy
1
I IN WALL AREA
i
�• � �I
I i I7: �
I9
' I I .
Il i
• ONE ROW OF STAPLES
Il
it 1
OMITTED AT DADO
LOCATIONS
1 Ir iiii.
FIELD FASTENER SPACING SPECIFIED
IN NOTE #3
i�
2x4 SPF STUD GRADE STUDS 16" O.C. EXCEPT
DBL STUDS 16"o,c. IN END ZONE_
3. Secure 1/4 Fame -
fastened with tego: x A x t-Ti emplas
e a& edge endnero an Be* tta"Va
ember -In latirlar'Zono end 3*ac
.
. VINY'L SIDING INSTALLATION and nd W anach fm aca"�r a_l me
mber bvla
{10" MiLX.' IDIPOSOTiB) double etude), Sim should mdt
the Fotna-lbt Popn►'dt aawr+a•' '
(.099" MIN.. V1EU1lCb 'PSiC�S) .
STUDS SPACED
1'.OZ (MAX) EXCEPT DBL
STUDS Iran, IN
END ZONE "
IN FOME-M .
IN) INSTALLED AS
Et�IEID AT LEFT
APPROVED DAPIA 'DRAWINGS MAY HAVE
MORE STRINGENT REQUIREMENTS SECURE VINYL SIDING INTO 16"0c STiDDS
2x FLOOR
EDGE JOIST
SPF MIN.
GYPSUM BOARD INSTALLED ON INSIDE
OF WALL PER SPECS IN NOTE #2
WITH (1) 16go. x 7/16" x 1-1/2" STAPLE
AS SHOWN.
APPROVED BY
16,0 N*o P:2009'
ALL 'VINYL SIDING MUST COMPLY. WITH
ASTM D-3679. VITH MINIMUM ,Oge
VINYL THtC*tSS AND- A 'MAXIMUM
IV' EXPOSURE
�Fpeb�
1 V
�rn�sucnoHH"usiaHoaaus
NTA 100404-17
»� NTA 100404-19
a�\\\talZ lly�i
Ilia 0A641 �.
Vie. SMUaF @
/15/07
LTV.E . OAK H011 Z3
f f�l° : Fries -Car 8'al>ti .Shea�av� `
tVftl .91d11w for FW--ZOne IT
SUDW-56
FOME-COR SHEATHING
EXTERIOR WALL SHEATHING
INSTALLATION WDHm Wn sID*G)
FASTENER SPACING
SPECIFIED IN NOTE3---.000
.G�l
I rill,
EDGE FASTENING MUST
-HAVE CROWN .
PARALLEL TO FRAMING
WINDOW, DOOR
1 OR ANY OPENING
1 IN WALL AREA.
T•I1 .
I 1
II'
1 ONE ROW OF STAPLES
1 OMITTEDAT DADO
LOCATIONS
FIELD FASTENER SPACING SPECIFIED
IN NOTE .#3
�I
W. SPF STUD GRADE STUDS .16" O.C. EXCEPT
DBL STUDS 16"o,c. 1N END ZONE
APPROVED DAPIA DRAWINGS MAY HAVE 1
MORE STRINGENT REQUIREMENTS .
2u.FLOOR
EDGE -JOIST"
SPF MIN APPROVED BY
GYPSUM BOARD' INSTALLED ON. INSIDE N Areb 1In 1C.; 009
OF WALL PER SPECS IN NOTE #2
FEDERAL VANUFACRIRED UME
CONSIRULTION AND SAFETY STANDARDS
1. 1�imdmam 8-6' atdeivagl Aeigtft:
2. IoaldetTtt%h to be 51IIr ftat+ine 1 '
pl am good f" antomiibeta
and =vjmd WAIN9. 3Ji8"e x 3 at+oplos
Bide,� pwh tfn o {long to
ba .vr>rveol wj� edges an Reim
3. Setsfra i%" Fomtr-dtiry
toatened wllh 180M x Cc.x i—i%6' atomes
2:0.+::-.edge anal Rfold. om eooh 9.
Fnairfbar In tntariar aaais o:td-S"an eta
and fkld an each maitbai1h End
VINYL STRING INSTALLATION zo""t; �Atgtn �° tea .tee
stubia (atucW. �b s d t.
(10" MAX. $XPOSURS) odblenme-tor pope of
(.099". 1+11�1. ViidYYL TSICKNESB) .
STUDS SPACED
167o:c. (MAX) EXCEPT DS-L
STUDS 1Vo' .c. IN
END ZONE
IE-COR
I AATUJED A5
LEFT
-SECURE VINYL SIDING INTO 16"o.c, STUDS
WITH (1) 160cx x 7/W x 1-1/2" STAPLE
AS .- SHOWN.
ALL VINYL SIDING MUST COMPLY WITH
ASTM 0-3679' WMi :MINIMUM .0398".
VINYL THICKNESS ANO A MAXIMUM
10" EXPOSURE
NTA 100404-18
f8si BST NTA 10D404-=19
LIVE OAK ..DOME'S
If/4" Fame -Car tali. shsa ig:
lwry l S'sw for Wall S01d8 N.
SUDW-57
1/4" FOM[E--COR SHEATHING
EXTERIOR' WALL SHEATHING
INSTALLATION (-UND' R VHM SIDING)
FASTENER SPACING .
SPECIFIED IN NOTE #32x4 SPF #3 TOP PLATE
� .
m
I `1
I it
1
i
1 11
I 3 �-
�y% . 1X4 SPF STM PLATE
FIELD FASTENER IN NOTE #3 SPACING SPECIFIED
2x4 SYP #2 GRADE STUDS 16" O.C. EXCEPT
DBL STUDS 16" N
II
1 ' VINYL SIDING INSTALLATION
EDGE I j HAVE. CROWNING MUST (IOe MAX. BB iitl f! B)
i PARALLEL TO FRAMING (.099" MIN, VRM TffiCHNESS) .
STUDS . SPACED .
WINDOW. DOORleo.c: (MAX) EXCEPT DBL
OR ANY OPENING STilDS END ZONE
i IN WALL AREA
I
1 ONE ROW OF STAPLES
I OMITTED AT DADO
LOCATIONS
1 14` FAME -CDR
(MIN)) INSTALLED AS
5PECIFIED AT LEFT
Y C.C.
I END ZONE
SECURE VINYL SIDING. INTO 16"o:c. STUDS.
WITH (1) 1690. It 7/16" x 1-1/2" STAPLE
— 2x FLOOR
AS SHOWN.
EDGE JOIST
SPF MIN
APPROVED BY
ON
VINYL SIDING .MUST COMPLY WITH .
GYPSUM BOARD INSTALLED ON INSIDE
Feb 1.6,2009 ASTM D-3679'.VAIH M1141MUM .039"
OF WALL PER SPECS IN NOTE #2
AALL
I I V
II YEXPOSURESS AND . A MAXIMUM
•
FEDERAL.W
E XCf11pED.HOYE
.
rANSTRUCrhOH ANO SAFETY STANDARDS
NTA 4TL10040.4^1S
MpAt M, NTA 100404-19
Cora( Rota.
1. rroxrm>sn; e—o: etae�,Dn.b�t,
2. tnelde 6111h to be S/is . gg?avai bew►d
manufactured by Natlanei i;old.� fastened
w/ 3/8" bead PVA •on dl traming wombers .
and secured s/ISga x 3/16'a x 3/r .staples
S'oa evMneter'W (long dbnwmlm to
be h,Jal hhdghc an fromlRg).
3. Secure !/4" Fame -'car aheothMg'
fastened with Mom x.l'C x I—Qr staples
2:4m adga'hmd f old an coah. irmaing
member Ie.bhtetkr.Xone aThd 3"aa' . ea
and (laid on .each lrainleig member h�d
Zone etaggerad from stud to atoll an double
ubida(staples offea3 i--1/2" on odjaeent:
double and4 Stoplee ahoold not brook
the Fame -Oar paper of eaahms
�.?� pitFlc tt yam.
Ne oDaseRt
STAUOF a
7/15/07
LIVE. OAK HOMES
1u/Vsw! Sidbw for end Zane m
D WG:.. EXT R'ALL 90205
.2%Juvvvo
11
THERMAL
ZON-E .MAP
VT
r' �
�' ••--•�,__.._-•-�
31 +�
�,, 'ergg-• ': �,� � ti. dS i_ ,� �, tp-y.
47 !
AN
—�.•__� r'• ; ...��j`_`
� � " �.� .�s�,---,�. � fit.. ��;'t��- t��'
IV
S j i '0H
e
LET
-
Cl
y
1ti rmb
SUDW:6O
APPROVED BY
Feb 16,20.09
qNPINC.:
.
_
72W7 V=tG
UVE OAK HOMES WW
W)MTMIM AIPAND SATM ST
DOASIWtR10AANU5I+Ff1V5TAli9tADs
.
y� 7NHtlAA1.ZONEMAP
..
MAIN I -BEAM
END SPRING HANGER EQUALIZER FRONT SPRING HANGER
. HANGER
'� !f10
_TYPICALJACK K
AXLE LINKS. AXLE
TIRE TIRE
MAIN 1-BEAM
END SPRING.HANGER 7 FRONT SPRING HANGER
o _
TYPICAL
JACK
(TYP.) AXLE
(TYP:) TIRE .
STARTING WITH ONE SIDE, PLACE FIRST JACK. JUST FORWARD OF' THE FRONT
SPRINGHANGER. UNDER -MAIN I -BEAM AND. THE SECOND JACK JUST NEXT
TO. THE REARMOST. SPRING HANGER ON THE MAIN I -BEAM.
NOTE: WHEN POSSIBLE, LOCATE JACK(S) AT CROSS MEMBER CONNECTED TO THE MAIN 1-BEAM.
APPROVED BY
ImyebA1m6,m2
009 .
A INC. .
cmmm UGAA. swffsr
, ,�,�
� SUDW-61
VAP®R Rit;TARt'ER PEM
Repair any voids or tears in the retarder by patching with like.materW.maintaining a minimum- 12 overlap and
sealing joints with mastic.
SKIS
Skirting, if used, must be of a weather resistant materials or provided with protection against weather deterioration
at least equivalent to thatprovided bya coaling of zinc on steel of not less than 0.30 oz./ft. squared of surface coating.
Skirting must not be attached in manner that can cause water to be trapped between the siding and trim or forced
up:in the wall cavities trim to:which It is attached:
All wood skirting within 6" of the ground must be pressure treated in accordance with AWPA Standard U1 for use
category 4A, ground anchor contact applications,, or be naturally resistant to. decay and termite infestation..
Skirting must not be attached in a [Wanner that impeded the contraction and. expansion characteristics of the
home's exterior covering.
(a) A crawlspace with skirting must be provided with ventilation openings. The minimum net area of ventilation
openings must not be less than one square foot for every 150 square feet of the homes floor area. The total
area of ventilation openings maybe reduced to 1 square foot to 1500 square feet of the home's floor area,
where a uniform 6 mil polyethylene sheet material or other acceptable vapor retarderis installed on the
ground beneath the entire. floor area of the home.
(b) Ventilation openings must be placed as high as practicable above the ground.
(c) Ventilation openings must be on at least two opposite sides to provide cross ventilation.
(d) Ventilation openings must be covered for their full height and width with a perforated corrosion and weather
resistant covering that is designed to prevent the. entry. of rodents. In areas subject. to freezing, the coverings for
the ventilation openings must also be of the adjustable type, permitted them to be in the.open or closed
position, depending on the climatic conditions.
(e) Access opening(s) not less than 18 inchesinwidth and 24 inches in height and not less than three square feet
in area must be provided and must be located so that any utility connections located underthe home:are
accessible.
(f) Dryer vents and combustible air inlets must pass through the .skirting to the outside. Any surface water runoff'
from the furnace, air: conditioning, or water heater drains must be directed away from under the home or
collected by other methods.
APPROVED.BY
NOPINC
Feb.16,2009
FEDERAL MANUFACTURED HOM
CONSTR O N AND SAFETY STANDARDS
SUDW-62
Water Suuply System
The supply line entering.the. home must be a minimum of 3/A" diameter. The pipe rising from the under ground water
line may be collected directly to the system. This connectionIs usually found underneath the home in.the.vicinity
of the water heater compartment. An Identified and accessible shutoff valve rn ' be installed between. the water
supply arid the inlet. The shutoffvalve mustbealuil -flow or ball valve, or-equivalentvalve. Apressure regulator
should be installed on your waterline should. fluctuations of water pressure exceed'80 psi. . '
Water line crossovers completed during instaliation:must be protected from freezing. If subject to freezing tempera-
tures, the water connection must be wrapped with Insulation or otherwise protected to prevent freezing: In areas
of freezing orsubfreezing.temperatures, exposed sections of water supply piping; shutoff valves, pressure reducers,
and pipes In water heater compartments must be insulated •or otherwise protected from freezing.
Use.of pipe heating cable (heat taPe). Only pipe heating cable listed:formanufactured home use is permitted to be
used, and It must be installed in accordance with the cable manufacturer installation instnrctions:
The water system must be inspected and tested for leaks after completion at site.
Water Distrinution.% tem Test
Purpose: To ensure that the water supply piping (including fittings) is. free of leaks.
The test apparatus should be.
A A source of.air and/or water capable of providing. 100 psi.
B. Hydrostatic pump.
C. Arranged so that the source of the pressure maybe isolated from the system being .tested after 100 psi.
li. The test procedure should include the following:
A Ali water lines are installed.
B:.. All portions of.the hot and cold water supply piping are tested
C. All faucets are closed.
NOTE: The shower riser from the diverter valve/faucets is not required to be tested,
also the risers of icemaker at refrigerator and. dishwasher nearby the kitchen sink are exempt.
D. The float arm in the tollet tank is raised to the shut-off level and held there.
E. :All shut off valves -in the piping system are fully opened.
NOTE: The water heater does not have to be connected, alternate method of conducting the test
may include the following:
1. Test the hotand-coldwaterlines separately.
2. Take the hot and cold waterline normally connected to the water heater and connect them to
each other..
F. The test gauge is connected to. the piping system
Cx The sourced pressure is connected to the piping and pressurized to 100 psi.
K When i 00 psi is: reached; the source.of pressure is isolated from the water system.
1. A pressure of. 100 psi is maintained for at:least 15 minutes.,
J if the gauge shows a drop of pressure,, leaks) should be located and repaired.
K After repairs are made; the system is retested.
L After the test passes, the water supply system is considered complete.
II. Beware of the following concerns:
A The test gauge may be broken of not functioning properly.
B. The test was run at a pressure. less than:l 00 psi,
C. In -line shut-off valves may be closed instead of open, such as the valve at toilettank.
APPROVED -BY
ON,Eeb-16,20.09
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
SUDW-63
ftaigage
. � §Xgtefil
Muhl section homes withplumbing
plumbing In more than one 'section re4ulre'drainage system crossover connections to
Join all sections of the home. Drain lines must not slope less than o . . . . . . . . .
ne-quarter Inch per foot upless:otherwise noted
on the schematic diagram, A slope of one -eighth Inch per foot may be Permitted when a cWi anout IInstalledit. the
Upper end of the run,
The drainage sysitein must be inspected and tested for leaks after complexion
ripletion at.the site.
Flood -Level Test
Purpose: To assure that those portions of DWV .system fp1ping, fltdngs;an*d connectors) which
are below the rim of the idiletbowlaY6 free of -leaks.
The test appar:atus,shoWd Include -
A. A source of water.
B. Drain Plugs/caps that will prevent leakage at the DWV-dropout and at the fixture
drain.
If. The flood level test procedure : . the should Include th following:
.
A All drain, waste, vent piping, and fittings havebeeninstalled,' and
all fixtures have been Connected: to the DWV system,
a The home must.be.iti.its finallevelposidon.
C. The dropout is plugged or cappedtoprevent leakage.
D. The system is filled from :highest. rLxt
Pre with water to the rim (dam).
..Of toilet bowl, and all t*r4PPeO air is released from the system.
E. When a horhe.conWlnsitw6 toilets at.difleren't level$,thd system must -
be filled Mth w'4t'
er to the rim of the higfieftoilet. 'One way to
accomplish this is to -Plug the lower toilet after air has been released
through
the trap and water * hcas begun rising'upward into the 66w],_
then continues to fill the System until the water reaches the ilin (dam)
of the toilet bowel.
K - Water is held in ' the system' for at least 15 minutes without leaks.Leaks can be determined by either checking -all joints and
connectors
in the DWV line or obseiving a drop in thelevel in the toilet bowl from
therim.(dain).
Q Leaks require repairandretest
Fl. The waste piping above the level of the toilet bowl is checked for leakage
.:by plugging the highesi.fixtures by adding suflicient arhount-of water to
provide -a full flow condition. Multiple fixtures on a single. P-trap are to -be
emptledjImultaneously.
NOTE: This also constitutes as a fixture test forthese high fixtures.
I. Testing. for .the single or an isolated of fixtures'dropout, Which
. group
has not tollet, is filling the water 27 minimum above the highest fliture's.
strainer,:aiid the water levelmiusi be maintained for at least 15'rhirtute's
as described ab' ove.
I - After test passes, the'drain system isconsideredcomplete. - APPROVEDBY
Be aware of the following:.
A The home must be level.
B.' All portions of the drain system should be tested.
N T -Fhb .16,2609 PINC. -
FEDERAL -MANUFACTURED HOME
CONSMUCnON'A.ND SAFETY STANDARDS
SIUDM64
MAIN STOOL DROP SECOND STOOL DROP
SHIPPING CAP
r.i&�U1111 TALLED STRAP SUPPORT
4FT ON -CENTER; SLOPE 1/4f1 PER FOOT
APPROVED BY
16,.2009
FEDERAL MANUFACTURED ROME.
CONSTRUCTION AND SAFETY STANDARDS
SUDW-64A
Fuel Suokft_stems
Proper Supply Pressure. The gas Piping system in the home Is designed for a pressure that is at least Tinches of water
column, and not more than 14 inches of water columiii.If gas from any. supply source * exceeds, or could exceed this
pressure, a regulator must be installOd If required by the local. authority having jurisdiction.
The gas system must be Inspected and, tested for leaks After completion at the site.:
.Gag:jest
High Pressure
Purpose; To assure that there are no leaks In the gas
Piping system between the Inlet
and: the outlets.
When preparing to conduct the test:
A A gauge, A -slope gauge or equivalent
device. calibrated in increments of
one -tenth pound (1/10 lb.) or lessshall-be available.
B. Asource:of air pressure capable of pr6vIding.3 psi should be available.
1. Equivalencies to 3 p'sl pressure.
a. 48.ounces. Per square inch.
b. 84 inch water column.
c. 6 inch mercury column.
C. Thetesit gauge should .be arranged so that the source -of the pressure . may
be isolated from the system being tested after 3 psi is reached.
11. The test should include the following -
A All gas -lines, including risers up to the shut-offvalve, should be installed.
B. Shut-off valves, if Installed, should be closed at each outlet(lfvalves are
not Installed,. the appliance outlets should be capped).
C. Cross -over connection devices should be installed (i.e., valves;'quick
disconnects)
D. The test gaugesh6uld be connected. to the gas piping system.
E. The source of air pressure should be connected to the piping system
and, the system should be pressurized to. 3 psi. minimum..
F. When 3 Oil is reach
ed, the source of pressure sha.11:be isolated from'
the system
Q The pressure is maintained for I Urnintites without Any loss.
H. If -the test falls, the gas system should :be repaired and retested.
L After the test passes,: the High Presiu're-Gas test is Complete.
M. Be aware -of the following concerns:
A 'The test gauge is broken or not functioning properly. -
B. The test gauge is not calibrated in.increments cif-1/10 lb. or less.
C. The 3 psi Prdssure is not maintained for a minimum of.10 minutes.
APPROVED BY,
[**A"
0e.._16J-F2009
IN
IN p
C.
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
SUEM-65
e Te
Low Pressure
Purpose: To assure that there are no:leaks in the gas system at the appliance connections
(between the inline applianc6 shut -off -valve and the appliance),. Any gas
appliance Installed in. the field is part of construction and must be completed
under an AC approval.
When preparing to conduct the test; .
A A test gauge or equivalent device capable of reading between 10 and 14 inch
water column shall be available.
NOTE: Equivalences:
10 inch water column = 6 ounces per square inch 0.375 psi = 0.75 inch
. mercury column.14 inch water column = 8 oz. = 0.5 psi = 1 inch mercury
column.
B. A source ofair pressure capable of providing pressure of 10 to 14 Inches of water
column shall be available: .
C. A soapy water or bubble solution,. which will bubble when applied to a leak joint;
shallbe available.
If. The test should include the following:
A The appliances should be connected and the gas piping installation be complete
including; gas pipes or tubing; in -line shut off valves, and appliances connectors.
B. The shut-off valves should be in the open position.
NOTE: Atypical shutoffvalve is "open" when the handle is in line with the length
off the pipe.
C. The shut-off valves that are'an integral partpf the appliance (not the in -line valves)
are turned to the "off" position All appliances pilot lights. maybe turned off.
NOTE: if the pilot lights are not turned off, air will leak out through the open
pilots when pressure is applied to the system.
D. The -test.gauge should be connected to the gas system.
E. An air pressure of 10 to 14'inch water column shall be maintained throughout
the test
NOTE: Pressure should not exceed the listed capacity of the valve, or the
appliance.
F. With soapy solution; all connections from the outlet to the appliances should
be swabbed and checked for leaks.
NOTE: Bubbling -will occur if there are any leaks.
G. lf.the test fails;: the gas system should be repaired and retested.
K After the test passes the Low Pressure Gas test is complete.
Ill. Be aware of the following concerns:
A The appliance connections are not subjected to any pressure because the
shut-off valves at the outlets are closed.
B. The soapy solution or equivalent is not applied to the appliance. connections.
(The gas system is not checked for leaks.)
APPROVED. BY
F(e�b�(116,2009
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
SUDW-66
I
LUSCEUM'' 90tSi- EIGHTS -MD 'FIXTURES
When the home is Installed, !Xieq6yjjgl0ng,ftxt'uresj ceiling suspended (paddle) fans, and chain hung lighting
fixtures are permitted to be Insifilledi'Ifiaccordance -with their manufacturer's instructions. All the exterlor lighting
fixtures and ceiling fans mw(ire grdunded.by A fixture -grounding device or by a. fixture grounding wire. For chain
hung. lighting flxtures,.,as sWwmkln'fig
ure A, both rbiture-grounding device and a fixture grounding wire must be
used: The identified C6fidudtofm0srt be the neutral conductor: Where lighting
ng fixtures are mounted on combustible
surfac" such as,hard boar; ,' a -IJrrdtQ combustible or -noncon-6ustible ring, as shown In Figures. A and B.to this
section, must -be installed to completely cover the combustible surkce-exposed between'the fixture canopy and the
wiring outlet box.
FIGU&ffLA
WIRE CONNECTOR.1
LIMITED COMBUSTIBLE OR
NON-COMBUSTIBLE .RING
(IF REQUIRED)
FIXTURE ECHAPIVIENT
GROUNDING CONDUCTOR
EQUIPMENT GROUNDING CONDUCTOR
WIRE COMECTOR
GROUNDING CONDUCTOR
GROUNDINGSTRAP
CEILING
FIXTURE -MOUNTING SCREW
FMURE 8 APPROVEDBY
16,2009
FEDERAL fdANUFACNRED ME
CONSTRUCTION AND SAFETY STANDARDS
SUDW-67
Miscellane .. us Informati n
Hinged Roofs and Eaves. Hinged roofs and eaves must be completed during installation in with all
requirements of the Manufactured Home Construction and. Safety Standards and the Manufactured Home
Procedural Regulations. Unless exempted.by the following provisions, hinged roofs are also subject to a final
inspecd6n.for compliance with Manufactured Home Construction and Safety Standards by the [PIA or a qualified
independent Inspector acceptable to the IPW Homes with lunged roofs that are exempted from IPIA inspection are
lnstead to be completed and inspected in accordance with:ManufacturedHome Installation Program. This includes
homes.
(1) That are designed. to be located In Wind Zone 1.
(2) In which the pitch of the hinged roof Is less than 7:12; and
(3) In which fuel burning appliance flue penetrations are: not above the hinge.
Moving Manufactured Home to Location
It is recommended that the Local Authority Having Judsdictionbe informed.before moving the manufactured home
to theslte. It is also recommended that the installation instructions indicate that the home is not to be moved to the
site until the site is prepared by the Local Authority Having Jurisdiction. Before attempting to move a home.
(a) Ensure that the transportation equipment and home can be routed to the installation site and that all special
transportation permits required by the Local Authority Having Jurisdiction have been obtained.
(b) Ditches and culverts used to:drain surface runoff meet the requirements of -the Local Authority Having
Jurisdiction and are considered in theoverall-site preparations.
Permits. Alterations. and On -Site Structures
(a) Issuance of Permits. All.necessary Local Authority Having Jurisdiction fees should be paid and permits
should be obtained, which may include verification that. Local Authority Having Jurisdiction requirements
regarding encroachments in'sireets, yards, and courts are obeyed and that permissible setback and fire
separation distances from property lines and public roads are met.
(b) Alterations. Prior to making any alteration to a home or Its installation, contact the Local -Authority Having
Jurisdiction to determine if plane approval and pemiits,are required.
(c) Installation of On -Site Structures: Each necessary building and structure is designed to support•all'of its
own live and dead loads, unless the stricture, including any attached garage; carport, deck; and.porch, is to
be attached to the manufactured home and is otherwise included in the -installation instructions or designed
by a registered professional engineer or registered architect.
APPROVED:BY
reb 16,200.9
INN
FEDERAL MANUFACTURED HOME
CONSTRUCTION AND SAFETY STANDARDS
8UDW-68
AftSysteiin Connections
(a) It recommended that the fQll wing;pxocedu es be used prior to making.any utility system connections;
(1) Where an Local Authority Having..furisdiction:and utility services are available; that the Local
Authority Having:Jurisdiction and all utility services each be consulted:before connecting the
manufactured home to any utilities, or
(2) Where no Local Authority Having Jurisdiction exists and utility services are available, that the
utilities be consulted before cQ "* tkie;xnanufactured home to any utility. service; or
(3) In Huai azeas where no Local-& oty Having Jurisdiction or utility services are available, that
a professional bQ� consulted prior;toitfnaicing atny,system connections.
(b) Qualified Personnel.Only qualified personnel familiarwith local requirements are permitted to make utility
site connections and conduct tests.
(c) Drainage.System.The main drain line mustbe connected to the site's sewer.•hooktip, using an elastorneric
coupler or by other. methods'acceptable to the LocafAuthority Haft Jurisdiction,as shown in Figure A.
(d) Fuel Supply System.
(1) Conversion of gas appliances. A service person acceptable to.the Local Authority Having Jurisdiction
mustconvert-the appliance.from one type of gas to another, following Instructions by the manufacturer
of each appliance.
(2) Orifices and Regulators. Before making any connections to the site supply, the inlet orifices of all gas
bumingappliances must be checked to ensure they are correctly set up�for�the type of gas to be supplied.
(3) Connection Procedures. Gas burning appliance vents must'be inspected to ensure. that they. are
connected to the appliance and that roof jacks are properly installed and have not come loose during
transit
(4) Gas Appliance Start -Up Procedures: The Local Authority Having Jurisdiction should be consulted
concerning the following gas appliance start-up procedures.
(i) One ata time, opening equipment shut-offvalves,.lighting pilot lights when provided; andadjusting
burners and spark.igniters for automatic. ignition systems; in accordance with each appliance
manufacturer instructions.
(0) Checking the -operation of the'fumace and water heater thermostats.
Heating Off Systems
(a) Homes equipped with oil burning furnaces should have their oil supply tank and piping installed and tested on
site.
(b) The oil burning furnace manufacturer's instructions should be consulted for pipesize and installation
procedures.
(c) Oil storage tanks and pipe installation should meetall applicable local regulations.
(d) TanklnstallationRequirements. .
(1) The tank should be located where it is accessible to service and supply and where It Is safe from fire
and other hazards. .
(2) . 1n Flood Hazard Areas, the oil. storage• tank should be anchored and elevated to or above:the design
flood elevation, or anchored and designed to" prevent flotation, collapse, orpermanentlateral
movement during the design flood..
(3) Leak test procedures. Before the system is operated; it should -be checked. for leaks.in the tank and
supply.piping.
APPROVED BY
16.,2009
STANDARDS
SUM-69
Telephone and Cable TV
Telephone:and Cable Wwiring should be installed in accordance with requirements of the Local Authority Having
Jurisdiction and National Electric Code, NFPA No.,10-2005,
Installation -Suitability
(a) Site.appropriateness. Before installing a.nianufactiued home at any site; the installer must assure that the site
is suitable for installing the home by verifying that:
(1) The site is accessible;
(2) The site is appropriate for the foundation or support and stabilization system that is to be used to install
the home in accordance with federal:installadon.standards or alternative requirements.
(3) The data plate required by 3280.9 of this chapter is affixed to the home; that the home is designed for
the roof load, wind load, and thermal zones that are applicable to the intended site; and
(4) The installation site is protected from surface runoff and can be graded in accordance. with part 3285.
(b) Installer notification of unsuitable site, if the installer determines that the home cannot be installed properly
at the site, the Installer -must:
(1) Notify the purchaser or other person with whom the installer contracted for the installationwork,
identifying the reason why the site is unsuitable;
(2) Notify the retailer that.contracted with the purchaser for the sale of the home, Identifying the reasons
whythe site is unsuitable.
(3) Notify HUD, identifying the reasons why the site is unsuitable;
(4) Decline.to install the home until the site and the home are both verified by the installer as suitable for
the site under this section; and
(5) Ensure.all:unique characteristics of the site have been fully.addressed.
(c). Installer notification offallure-s to complywith the construction and, safety standards. lithe installer notices and
recognizes of failures to comply with the construction and safety, standards.in part 3280 of the MHCSS prior
to beginning _ any, installation work, . or after ristailatlon work is complete, the installer must notify the
manufacturer and retailer:of each failure to comply.
(d) Retailer;Notification. The retailer must provide a copy of the notification received in paragraphs (b) and.(c).
of this section to any subsequent Installer.
APPROVED BY
Feb:16,1009
INCO.
O
FEDERAL NIAHUFACTURED HOME
CONSTRUCTION AND SAFETY. STANDARDS
SUDW 70
,116dO SysteM Test
z+(�11CINTITY TEST
I. Test equipment
A. A source of low voltage and a device that•will Indicate,a•:low resistance path to ground. NOTE.
Suitable devices include. a flashlight -type corttinuitytester ora volt ohmmeter. A:testerwhich
.
Indicates continuity when resistance is h1gh.1s notsultable:•
B. A sufficient length of wire should be available for connecting the parts to be tested. This equipment
maybe "homemade" but must be In functloning•eondIdow;
If. The test should include the following procedures:
A. All electrical wiring, includinig bonding of all non -current carrying metal parts; should be. completed.
B. The test should. be conducted between an accessible connection-withahe' equipment ground
( rounding�bus)-and non -current cart ylng.metal parts,
C., The accessible connection to ground may be•the ground bus to the panel; aground pro ng'on
outlets -except in the multi -wide portion ofhomes that,donot have the electrical pastel. Also,
the chassis maybe used as the ground bus in the electrical panel. Note. Vrdts without electrical
panelshaff usepowersource at cross overconnectorto complete the test.
D. Non -current carrying metal parts to be checked include:
C) Appliance enclosures including fans;
(d) Fixture enclosures'and canopies; NOTE Ifthe manUfacturerchecks the polarity of
futures byconducting a polarity test, it Is notiiecessaryto conducts separate
continuity. test Of same fixture,'A polarity testerwitficonnectors wfllcheck
Adequate bonding.
(61) Metatsiding;.
(rv) Metal.roof,.especially if a non-metallic.siding is used or metal siding is not
mechanically fastenedto roof material;
(v) Metal water supply lines,
(vi) Metal H1/AC ducts (foil covered lnsulated ducts do not need to be 'checked;,.
(00 Gas lines;
(viii) Manufactured home chassis;
(ix) Mechanical exhaust fan(s);
W. Metal boxes. and conduits.
L. If -the test fails, the fault should.be repaired and the unit retested. APPROVED -BY
F. If the test passes, the electrical. testis considered complete. IN[PI
� .
Feb 16,2009
INCH
FEDERAL: UANUFACTUNED:HO 1E'
CONSTRUCTION AND SAFETY. STANDARDS
SUOW-71
Electrical System Test
Operational Test
1. Test equipment
A. . Equipment that verifies that electrical power is supplied to the various types of outlets within
the electrical system including 'I 20 volt receptacles, 240 volt receptacles; and various types:
of light fixtures.
B. A source of temporary power to the manufactured home.
11. The test should include the following procedures:
A.- Alt electrical connections; devices and equipmentshould be completed and installed, except
filed -Installed devices.
B. All 120 volt receptacles shouldbeo checked.
G Usually this check is conducted with a polarity tester.during the polarity. check.
D. A pigtail iight.or:pigtall circuit tester is used to check between neutral and hot.
NOTE: Switched outlets need.to be checked by switching on and off.
E. All light fixtures should be checked by placing a bulb in the socket and tuming the switch
on. and off, or the other approved method.
NOTE: Wiring for field -installed devices such as exterior lights when not installed,.should
be checked to assure that power is available.
K Appilances, such as -a stove, range, washer, dryer; water heater, furnace, air conditioner,
evaporation cooler and heat exchanger, do not have to be checked to see If they operate.
However, the power source to them needs to be assured.
G. All 240 Volt outlets should -be checked to determine that there is power to both hot legs
of the circuit.
H. . All fans (bath, fireplace blower, range exhaust, etc.). should be switched on and off.
I. GFCi operation check should be conducted by providing an unbalanced load that will
trip the GFCI.protection (for example, by pushing the "test" button). Also, ensure that the
receptacles.required.to.GFCI protected are on the correct circuit.
J. Crossover withng on multi -wide homes should be checked to assure that It -is energized.
IL If the test fails, the fault should berepaired and the circuit retested.
G. After the test passes, the electrical test is considered complete.
APPROVED BY
1eb::16.,2009
INC.
FEDERAL'MANUFACrURED HOME'',
CONSTRUCTION AND SAFETY STANDARDS
SUDW=72
A
1 Please Check.all the water lines and connections whenthe water is turned on.
Sometimes'the connections work loose in shipment.
2. Please check your water heater to see that it has water in it before turning
on the breaker.
3. Please check the water level in your toilet tanks. To obtain the correct water level in
the tank, adjust the piston, adjustment screw in at the top of the ballcock
4. If you have any problems with your whirlpool appliances such as-youir refrigerator,
Stove or dish washer, please call their tollfree number 1-800-253-1301
.5. If you have any problemswith your Nordyne Furnace, please call their toll free
number 1-800-422-4328
APPROVED SY
ONVipbl 16,2009
FEDERAL MANUFACTURED. HOME
CONSTRUCTION AND SAFETY STANDARDS
SUDW-73