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MODEL 122-L-26612
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NOMINAL SIZE 16 X BO' _
ACTUAL SIZE.15-2'X 76'-0" NOTICE
TOTAL AREA 1153 SO FT ANCHORING OF MOO!!!HOME PRELIMINARY PLAN
FRAME IS REQUIRED PER FOR REVIEW ONLY
MANUFACTURERS SPECIFICATIONS
CHAMPION: I22-L-26612 LITERATURE L-101
LOT 5411 PLAN
I
MANUFACTUR ED REAUT3FULir i
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TOWN OF QUE, ' 47.,, -
, 308.14-1-52
BUILDING & 0 714;frt 7 RC-0149-2019
Forest Park MHC LLC
Reviewed By. li.V.1,4 /Alf 1 Woodland Path
Date: ANCIFit New Man. Home
1216 s.f.
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MAR 2 6 2019 117) I
TOWN OF QUEENSBURY f
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BUILDINGCOD
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, NOTE ALL DROPS SUBJECT TO CHANGE UPON COMPLETION OF PRODUCTfON PRINTS
: .
PRELIMINARY PIER PRINT
DESIGN CRITERIA
1 THiS PRMIT HAS BEEN DERIVED FROM D A PIA
FOR REVIEW ONLY
: APPROVEO DESIGNS
2 REFER TO THE APPROVED INS TRALATION
MANIKAL FOR THE FOLLOWING STE TIETAss;.4:m UN...ATE:19r N.
MANUFACTURER DISCLAIMER NOTICE A WE PREPARATION
.0.,fle...,NG{N,PACII.
PLEASE READ AND UNDERSTANO THE FOLLOWING INFORMATION H Soit BEARING CAPACITY
CHAMPION ilIME,.BUILDERS DOES NO r PERFORM ANY RITE WORK FOR HOMES C FOOTING DESIGN AND SIZING EL.K.-otKL sia
0 PIER CONSTRUCTION
IT WILL HE THE RESPONSIBILITY OF THE DEALER/SITE CONTRACTOR TO;NSIIRE
E ANCHOR NG FOCT,N7i N.,,,NG
: THA T ALL STYE WORK WILL CORRELATE WITH THE UNIT ORDERED
ALL
: 3 IRIS PIER SUPPORT DESIGN HAS BEEN CREA MD ME-' ) ,:',..',.ixf,E.E., P,W 3,,,,,,i DIMENSIONS SHALL SE VERIFIED KIEFORE CONSTRUCTION
. SPECIFICALLY FOR THIS SERIAL NUMSER
NOTICE TO ALL HOME LNSTALLERS,MANUFACTURED HOMES WEGN SEVERAL
4 P ELIS ARE REQUIRED AT BOTH SICES 0.
TONS DO NOT ATTEMPT TO INSTALL HOME ON SITE VVITH ODE HAVING EXTERIOR DOORS IN LOAC SEARING SIDIATINAI LS
EXPERIENCE KNOWLEDGE RHO UNDERSTANDING OF ALL INSTALLATION NAARAGE Oftf..Pie.LoADS
I PIERS ARE NOT REQUIRED IN NON LOAD NG
REOLAREMENTS FAILURE TO MEET THESE REQUIREMENTS MAY RESULT IN END WALLS,-PIER SUPPORT AL f ERNA TE-D SEARANA A s
SERIOUS INJURY OR DEATH;DAN INEXPERIENCED INSTALLER PLEASE READ PAGE FLOL OE 0't.MAY ONLY BE USED ON DOORS
AND uNDERSTAND THE SET UP AND INS TALLATION MANUALS SUPPLIED WITH LESS THAN 4E-
INES HOME BEFORE ATTEMPTING INSTALLATION or ANY MANU.ACTUNEL)NOW 5 BLOCKING IS ALSO REQUIRED AT 80TH SIDES OF L
OPENINGS AN OR LARGER IN LOAD REARING
SIDEWALE S OR MALE WALLS
,_: _,: FRAME SUPPORT III POINT LOAD SUPPORT
1-55,0 112"
t WATER INLET
-E4'lir EXTERIOR DOOR LOCATION
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SI NAT, RE i DATE
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Systems
Install Stabilizing Systems
This chapter covers the design and installation of the stabilizing system which secures the home against lateral and up-
ward 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 shall be used to prevent the anchor head from
moving laterally in the ground.An anchor,strap,and stabilizer plate together are referred to as a tie-down.
Anchors can also be mounted in concrete footings when there is enough concrete mass(weight)to resist the lateral and
upward forces.This type of system is not covered in this manual.
Follow the Steps Below
• STEP 1. DETERMINE ANCHOR LOCATIONS(p.62)
® STEP 2. DETERMINE TIE-DOWN CONFIGURATION (p.67)
® STEP 3. SELECT ANCHORS(p.68)
® STEP 4. INSTALL ANCHORS(p.68)
® STEP 5. INSTALL STRAPS(p.69)
® STEP 6. TIGHTEN AND ADJUST STRAPS(p.72)
STEP 1. DETERMINE ANCHOR LOCATIONS
Create a sketch of the home plan showing the exterior walls, marriage line(s)(if any)
and frame I-beams(this will be similar to the base sketch created in Install Footings, i //
page 15).
Need for a stabilizing
See Table 21 for a list of anchor locations,types, and where they are required. Pages system.The manufac-
where the requirements are provided are noted in the last column. tured home must be se-
cured against the wind
As each anchor location is determined, mark it on the sketch, noting important dimen- by the use of an anchor
sions such as spacing between anchors.When complete,this will be the home's tie- assembly or an alterna-
down plan(Figure 70 and Figure 71). tive foundation system.
Where site or other
conditions prohibit the
TABLE 21. ANCHOR LOCATION TYPES1 use of the manufactur-
Location Type I Wind Zone I I Wind Zones II and III I See page er's instructions,a reg-
Frame Yes Yes 63 istered engineer or reg-
Sidewall istered architect must
Vertical No Yes 67 design the stabilizing
Frame Yes Yes 67 system.
End wall
Vertical No No 67 Flood and seismic forces.
Frame Yes NA 67 The stabilizing system re-
Tag Unit quirements in this chapter
Vertical No NA 67
do not consider flood or
Porch Post Vertical No At Vertical Straps 67 seismic loads and are not
Off Set Unit Same as Single Section Home 67 intended for use in flood or
1 Connect any factory-installed sidewall tie-down straps to a ground anchor regardless of the wind seismic hazard areas. In
zone in which the home is placed. those areas retain a regis-
tered engineer or registered
Figure 70 and Figure 71 illustrate typical anchor locations for a double-section home architect to design the sta-
bilizing systel ,
in Wind Zone I and Wind Zones II and III respectively.
PFS#
®2
Conforms to
HUD MHCSS
2/7/18
CHAMPION'
62 Manufacturer's Installation Manual-January 2018 1VANUTACIURIO IAVNIUIII'
Interior
STEP 3. COMPLETE WALL AND CEILING FINISHES
Install interior ship loose wall and/or ceiling panels using a 1/4 inch diameter bead of
polyvinyl acetate(PVA)adhesive on all framing members and fasten with minimum 1-
1/2 inch long staples or nails at six inches o.c. along panel edges and 12 inches o.c. in
the field into framing members.
STEP 4. COMPLETE CARPET , ,s '
Install and seam ship loose or rolled carpet as follows:
1. Prepare floor.Clean the floor of all dirt and debris and smooth the floo �-ck //,‘V//
at the marriage line seams as necessary to ensure a level and smoo -fi ur- Installing carpet.Only ex-
face. perienced carpet installers
2. Lay pad. Lay down the carpet pad, if provided. should install carpet. Fail-
3. Stretch carpet. Ensuring all carpet"grain"runs in the same +,r,ction,fit and ure to follow the carpet
secure the carpet using a power carpet stretcher.Stretch to`: arpet up to the manufacturer's directions
seam and tack it down temporarily until the carpet is sea •;: may void the carpet war-
4. Butter carpet."Butter"with carpet adhesive the edge ; +the carpet along the ranty.
seam.
5. Seam carpet. Place heat bond tape under the sear' ith the glue side next to
the carpet and apply heat from a seaming iron to; . top of the seam, press-
ing the carpet into the glue. Stagger seams.
6. Keep scraps. Retain reasonable size carpet„, aps to protect carpet and Stagger all seams. For ex-
flooring during move in. ample, locate the carpet
pad seam three inches to
STEP 5. COMPLETE TRIM Y left of marriage line and the
Using fine gauge wire staples or pin nails, inst.�/.hip loose molding and wainscot pan- carpet seam three inches to
eling to finish trimming out ceilings, marriage x- walls,front and rear end walls, and right of marriage line.
passageway doors where necessary. V'
STEP 6. INSTALL SHIP L it SE ITEMS
Remove all strapping, blocking, and p-;; aging from appliances,windows,and doors.
Install any drapes, mini-blinds, mirror e"door stops, closet shelves, and hardware per
the product manufacturer's installat i'instructions.
Proceed based on ' .e foundation type:
► Pier and ground ,nchor, go to Install Stabilizing Systems, (p. 62)
► Load bearing t rimeter wall, go to Connect Utilities (p.73).
FS#o2
Con orms to
HUD MHCSS
2/7/18
CHAMPION'
�, �,�,,,,,��,,,�,,,. Manufacturer's Installation Manual-January 2018 61
r V ra
• Systems
Sidewall
Frame
Tie-Down
I ` I-Beam
End Wall
a— �o Tie-Downs Figure 70.Typical anchor
locations for a double-section
Marriage home in Wind Zone I
Line
- -o.----
_Q a q►—Anchor Head
I-�—Strap
Vertical Tie-
Down
{{{ Standard Pier Area
I Larmlumar
Q � n 0 t�/�/
— —)j i _Y --
_ Longitudinal Figure 71. Typical anchor
Anchors
--��- --- Maniage locations for a double-section
{Line _ home in Wind Zones II or Ill
----- 1
--- n\\ //n ��¢ tt ram
() V O S Nie-Down
High Pier Area Standard Pier Arocali
_Lateral Frame lie-Downs Tie-Doom
to Far Beam
SIDUse Table
FRAME ANCHORS p g , /,
Use Table 22,Table 23 and Table 24 to determine the spacing between anchors for
•
Wind Zones I, II,and III,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 Maximum spacing require-
each section,the sidewall height, I-beam spacing,and the height from the ground to ments.The LAHJ may have
the strap attachment point.Determine the values for the home.Using the table for the anchor spacing requirements
appropriate wind zone,determine the column and row that corresponds to the charac- that supersede the values pro-
teristics of the home.The value on the tables is the maximum distance between an- vided in this manual.
chors.Keep in mind that sidewall frame tie-downs must be located no more than two
feet from each end wall and no closer than four feet to another tie-down.. Minimum spacing require-
ments.The anchor manufac-
turer installation instructions
may have anchor spacing re-
quirements that supersede the
value provided in this manual.
(As a rule of thumb,minimum
distance between anchors
equals the length of the an-
chors cone influence).
PFS#02
Conforms to
HUD MHCSS
2/7/18
CHAMPION'
nnna,,,c,u„e,r„U,,,Mr,- Manufacturer's Installation Manual-January 2018 63
S yS @i115� Sk i#
TABLE 22. WIND ZONE I SIDEWALL FRAME ANCHOR MAXIMUM SPACING
MINIMUM ANCHOR SPACING 4'-0"
Roof Slope Maximum 4.35/12(20 degrees)
Max. ; Height from
Single Section Multi-Section
Floor Sidewall 'Ground to Beam Spacing Beam Spacing Beam Spacing Beam Spacing'
width height Top of Pier 80"—82" 96"—99.5" 80"—82" 96"—99.5"
12"to20 9'-09" •10'-11' 9"-09" '13-05"
21"to 36 *10'-03" '11'-08" •13'-05" •13.-05"
37"to 52" '10'-10" •12'-01" •13'-03" •13'-05"
53".to67 •11'-04" '12'-04" •12'-05" '12'-09"
12"to20 8'-10" '9'-07" 8'-10" '12'-01"
21"to36" •8'-11" •10'-04° '12.-00" •12'-01"
12 Wide 108"
37":to52" '9'-06" •10'-08" •11'-11" •12'-01"
53"to 67 '9'-10" •10.-11" •11'-02" '11-06"
12"to 20' 8'-00" •8'-06" 8'-00" •10'-09"
21"to36 '7'-10' '9'-02' •10'-07' '10'-09"
120"
37"to52' '8'-05' '9'-07" •10'-08" •10'-09"
53"to 67' •8'-05" •9'-10" •10'-02" •10'-05"
12"to20". 11'-07" 9'-10 11'-07" 9'-10"
21",to36" 9'-04" •10'-11" 9'-04" •13'-05"
96°
37"to 52" •10•-03" '11'-06' *13'-05" *13'-05"
53"to 67" *10'-09' •11'-10" •12'-09' •13'-01'
12"to20" 10'-05" 8'-10" 10'-05" 8'-10"
21"to36 8'-04" '9•-06" 8'-04" •12'-01"
14 Wide 108"
37"to52 '8-11" '10'-01" '12.-01" •12'-01"
53"to67", '9.-05' '10.-05" '11'-06" '11'-09"
12"to20 9'-06" 8'-00 9'-06"_ 8'-00"_
21"to36" 7'-07' '8'-05" 7'-07", '11 -00'
120".
37"to 52" •7'-10° •8•-11" •11'-00" •11'-00'
53"to 67" '8'-03" '9'-03" •10'-05 *10'-08'
12"1o20 12'-10" 11-09" 12-10" 11-09"
21"to36 10'-10' 9'-06" 10'-10" 9r-06"
96'
37"to52" 9'-02" 7'-09" 9'-02' 7'-09"
53"to 67" 7'-10' •11'-06" 7'-10" •13'-05'
12"to 20 11'-06" 10•-07" 11 -06 10-07'
21"to 36 9'-09" 8'-07" 9'-09" 8'-07'
16 Wide 108"
37"to52 8'-03" 7'-00" 8'-03" 7'-00"
53"to67" 7'-01" '10'-00" 7'-01" '12'-01"
12"to20" 10'-06" 9'-07" 10'-06" 9'-07"
21"to36" 8'-10' 7'-09" 8'-10' 7'-09' pdirS#02
120"
37"to52" 7'-06" 6'-04" 7'-06" 6'-04"
53"to67 6'-05' •8'-10 6'-05 •10'-11" Conforms to
12"to20" 13'-05' 13'-02' 13'-05" 13'-02' HUDMHCSS
21'to36 12'-02• 11'-04" 12'-02' 11 -04' 2/7/18
96"
37".to 52" 10'-08" 9'-08" 10'-08" 9'-08"
53"to 67 9'-05" 8'-04" 9'-05" 8'-04'
"..o .......L•,
12"to20" 1r-o8" 1r-1o" 12-01" 11 -10' q''.,,,
21"to36" 11•-00° 10'-b2" 11 -00" 10'-02" _ -'c, .* . 9A_
18 Wide 108" '< -y
37"to52 9'-07" 8'-09" 9'-07" 8'-09" PHILLIP J.'`,9 '
53"to67" 8'-05' 7'-06' 8'-05" 7'-06' COP -LAND
* /;
lrtozo s-01" 10'-09 11-00" 10-os" CC
it
21"to36 ,10'-00' 9'-03" 10'-00" 9'-03' 2, I
120° N'iG 1NEER r�i
37"to52' 8'-09" 7'-11" 8'-09° 7'-11"
53"to67" 7'-08" 6'-10" 7'-08" 6'�10" 32035 ;:,
*Indicates a configuration that will require an additional strap connected ' Simi Enq ----=
to the far beam(see Figure 72). "'",,,,,,,,,,,,,,,•• /I
January 8,2018 \`
CHAMPION'
64 Manufacturer's Installation Manual-January 2018 MANU[AC1UR[0[[AU[IIUll1-
S stems ;
TABLE 23. WIND ZONE II SIDEWALL FRAME ANCHOR MAXIMUM SPACING
MINIMUM ANCHOR SPACING 4'-0"
Roof Slope Maximum 4.35/12(20 degrees)
( Single Section Multi-Section
Max. Height from
Floor Sidewall Grpund to Beam Spacing Beam Spacing Beam Spacing Beam Spacing
width height To of Pier 80"-82" 96 99.5" 80"-82" 96"-99.5"
1'"to20" •5'-04" •5'-04" 5'-04" •5'-04"
90" 2'".to36" '5'-04• •5-04" '5-04" •5-04•
3'"to52 •5'-04° •5'-04' •5'-04" '5'-04"
5:"to67" •5'-04' •5-04" 'S-04" •5-04"
1'"to20" •5'-04" •5'-04" •5'-04" •5'-04'
2"to36" •5'-04' •5'-04" •5'-04" '5'-04"
12 Wide 96"
3'"to52" •5'-04" •5'-04" *5'-04" •5'-04"
5."to67" •5'-04' "5-04• •5-04• •5-04"
1'"to20" •5'-04" •5'-04" '5'-04" •5'-04"
2 "to36" •5'-04" •5'-04' •5'-04" •5-04"
108"
3 "to52" •5'-04" '5'-04" •5'-04" •5'-04"
5 "to67 '5'-04" *5-04" •5'-04' •5-04'
1 "to20 5'-04" •5'-04" 5'-04" 5'-04"
2"to36" •5'-04' •5'-04" •5-04' •5-04"
90"
3 "to52" •5'-04" •5'-04' '5'-04" •5'-04"
5 "to67" •5'-04" •5'-04" "5-04" "5'-04"
1 "to20" 5'-04" •5'-04" 5 04" •5-04"
2"to36" •5'-04' •5'-04 •5-04" •5-04"
14 Wide 96'
3 "to52" •5'-04" •5'-04• '5'-04" '5'-04'
5 "to67" •5'-04" •5'-04" •5'-04" •5-04'
1."to20" •5'-04' •5'-04" 5'-04" •5'-04"
2 "to36" •5'-04' •5'-04" •5'-04" •5'-04'
108"
3 to52" •5'-04" •5'-04" •5'-04" •5'-04"
5 "to67' •5•-04" "5'-04" "5-04" •5-04"
1."to20" 5'-04" 5'-04" 5'-04" 5'-04"
2 "to36" 5'-04' '5'-04" 5'-04" •5-04'
90"
3 "to52" •5'-04" '5'-04• '5'-04" •5'-04"
5"to67" •5-04'- '5'-04" •5'-04" •5'-04•
1 to 20" 5'-04 5'-04 5'-04" 5'-04
2 to 36 5'-04' "5-04" 5'-04" •5'-04",._
16 Wide 96"
3 "to52" '5'-04" "5'-04" •5'-04" •5'-04"
5"to67" '5'-04" •5'-04" '5'-04" •5'-04'
12"to20" 5'-04" 5'-04" 5'-04 5'-04"
2"to 36" •5'-04' •5'-04" 5'-04" •5'-04"
108" 3 "to52" •5'-04' 5'-04' 5'-04" '5 04" FOACIIIS#®2
5"to67" •5'-04' •5'-04' •5'-04' •5'-04'
1."to20" 5'-04' 5'-04° 5'-04 5'-04" Conforms to
HUD MHCSS
2"to36" 5''-04' 5'-04° 5'-04" 5'-04'
90" 2/7/18
3 "to52" 5'-04" 5'-04" 5'-04" 5'-04"
5 "to67" •5'-04' •5'-04" •5'-04" •5'-04°
1 to 20" 5 04" 5 04" 5-04" 5 04" OF A Lq
2 "to 36" 5-04" 5-04" 5-04" 5-04" _,`� _......._...... B'
18 Wide 96" �Q ��
3 "to52" 5'-04" •5'-04" 5'-04' •5'-04" _
5"to67" '5-04' •5'-04' •5'-04" •5-04" G' PHILLIP J. . 9
1."to zo" s-oa s s-oa" s'-oa" -oa' ` COP AND *j'�.
1O I .
toe' 2 "to36" 5'-04' 5'-04' 5'-04" 5'-04" EEENC1NEER x}
3,"to52' •5'-04' •5'-04' •5'-04" •5'-04• Jr°• NO. .
53"to67" •5'-04' •5'-04' •5'-04" •5'-04" 32035
*Indicates a configuration that will require the frame strap connected °sass/° r,9� _
to the far beam(see Figure 72). nal E
January 8,2018 I
CHAMPION'
UFACILIM itAUtilUll, Manufacturer's Installation Manual-January 2018 65
.ykstems,
TABLE 24. WIND ZONE III SIDEWALL FRAME ANCHOR MAXIMUM SPACING
MAXIMUM ANCHOR SPACING 4'-0"
Roof Slope Maximum 4.35/12(20 degrees)
Single Section Multi-Section
Height from
Floor Sidewall Ground to Beam Spacing Beam Spacing Beam Spacing Beam Spacing
width height Top of Pier 80"—82" 96"-99.5" 80",-82" 96" 99.5"
12"to20" 4'-00" '4'-00" 4'-00" '4'-00"
21"to36" *4'-00" '4'-00" '4'-00" '4'-00"
84..
37"to52". •4'-00" •4'-00" •4'-00" •4'-00"
53"to67 *4'-00 '4-00- *4'-00 •4'-00"
12"to 20" 4'-00" •4'-00" 4'-00" '4-00"
21'to36 •4'-00" •4'-00" •4-00° •4-00"
12 Wide 90"
37"to 52" •4'-00" '4'-00" '4'-00" '4'-00"
53"to67 •4-00' •4-00° '4'-00" •4'-00"
12"to20" "4-00' "4'-00" 4'-00" •4-00'
21"to36 '4'-OD' '4'-00" •4'-00" '4'-00"
96'
37"to52 '4'-00" '4'-00" •4'-00" •4'-00"
53"to67' '4'-00" •4'-00" •4'-00" '4'-00"
12"to20 4'-00" 4'-00 4'-00" 4'-00
21'to36" - 4'-00' '4'-00' 4'-00" '4'-00"
84"
37'to52"` '4'-00" '4'-00" •4'-00" •4'-00"
53"to67 '4-00" •4'-00" '4'-00" •4'-00"
12"to20" 4'-00" 4'-00" 4'-00" 4'-00"
21"to36" •4'-00" '4'-00 4'-00" •4'-00
14 Wide 90"
37"to52 *4'-00" •4'-00" •4'-00" •4'-00'
53"to67" •4'-00" •4'-00" •4-00' •4-00"
12"to20" 4'-00". •4'-00" 4'-00 4'-00"
21"to36" •4'-00" •4'-00'. •4'-00" •4'-00
"
96"
37"to52" '4'-00' '4'-00" '4'-00" •4'-00'
53"to67" •4-00" •4'-00' •4-00"
•4-00"
12"to20" 4'_00 4'-00" 4'-00^ 4'-00"
21"to36" 4'-00" 4'-00" 4'-00" 4'-00'
84"
37"to52" 4'-00" •4'-00' 4'-00" '4'-00"
53"to67" •4'-00" '4'-00" •4-00 '4-00"
12"to 20" 4'-00" 4'-00" 4'-00" 4'-00"
21"to36" 4'-00 4'-00" 4'-00" 4'-00"
16 Wide 90"
37"to 52" 4'-00" '4'-00" •4'-00' '4'-00"
53"to67" '4'-00 •4'-00" •4'-00" •4'-00"
12"to20°: 4'-00' 4'-00 4'-00"__ 4'-00"
21"to36 4'-00 '4'-00" 4'-00' '4-00" PFS# 2
96" _.
37'to52"- '4'-00' •4'-00" '4'-00" '4'-00"
53"to 67 •4'-00" •4'-00" '4'-00" '4'-00" Conforms to
12"to20"" 4'-00 4'-00' 4'-00" 4'-00" HUDMHCSS
21"to36" 4'-00 4'-00" 4'-00" 4'-00 2/7/18
84"
37"to52" 4'-00" 4'-00" 4'-00" 4'-00"
53"to67' 4'-00" •4'-00 4'-00 •4'-00"
12"to20" 4'-00" 4'-00" 4'-00" 4'-00"
21"to36" 4'-00" 4'-00" 4'-00" 4'-00' ,,,
18 Wide 90" 37"to52' 4'-00" 4'-00" 4'-00" 4'-00' ;',<. OF A.. ''
53"to 67" 4'-00• •4'-00' 4'-00" '4'-00"
12"to20 4'-00• 4'-00" 4'-00" 4'-00• = PHILLIP J.
21"to36 4'-00• 4'-00" 4'-00" 4'-00" = + : COP ND * ..---
96" cs I�A1 -
37'to52 4'-00" 4'-00" 4'-00" '4'-00"
(//� NiE
53"to 67" '4'-00" •4'-00" '4'-00" '4'-00"
*Indicates a configuration that will require the frame strap connected .. 32035
to the far beam(see Figure 72). x;.. .. .,
ore
sslonal En9`n l
January 8,2018
CHAMPION'
66 Manufacturer's Installation Manual-January 2018 LLAHUTAf1U1I0 ItAU111UI1I"